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HomeMy WebLinkAboutApplication-PermitProject Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81801 - Phone: (970)945-8212 Fax; (970)384-3470 Parcel No. Subdivision Issue Date: 12/11/2009 Section Expires: 06109!2010 Township Range 000669 CR 326 SILT, CO 81652 - Owner Information 217935300463 Address Phone Cell Circle B Land Company, LLC 1099 18th Street Denver CO 80202 970-876-1959 Contractor(s) Phone Primary Contractor Renegade Pipe (435)820-0131 Yes Proposed Construction 1 Details Installation of pre -fab structure to house injection package. WeLI pad Circle B #4. FEES DUE Fee mount Commercial Building Fee $552.85 Plan Check Fee $359.35 Total: $912.20 Valuation: Total Sq Feet: $ 40,677.60 1020 FEES PAID rp� Atnt Paid Arra Due Inv # BLCQ-12-09-19927 $ 912.20 Check # 1054 Credit Card $550.39 $361.81 $ 0.00 Required inspections: For inspeotlons tau: 1(970)384-5003 Inspection IVR See Permit Record Building Department Copy Friday, December 11, 2009 2 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 www.garfteld-county.com 1 Parcel No: (this information is available at the assessors office 970.945-9134) 2 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City or and legal description izaP) c t.c1� j #y �.;pfst.r..a.rtLei. Cc/E 4.-,< C,K. 32.1 e 3.24"/i1 -4-(,s (1-,0n 3 Lot No: Block No: Subd./ Exemption: 4 Owner: (property owner) Cip_c_tL Fs L ub Co. LLC- Mailing Address: :s i r --Tic.. 0 Et2 a�0, 6..A-r1rE2.,TR-. (3I65 -L Ph: q70 0761 J5 Alt Ph; r7o 364 /a24j 0, 5 Contractor: R-t=_,.rel ADE.. E. Mailing Address: PR; ,.E LIT P,a. Box_ Sell 6,./5di Ph: kt 3s 02.o o/S / Alt Ph: 6 Architect / Engineer: Pow Ea... 56.�.-- f c.L Mailing Address: CAspr4 i2 56 s.S W. Ettoosi,Al1. LAI" Ph: ' 377-4172. 77;2. Alt Ph: 7 Sq. Ft. of Building:O Sq. Ft. or Acres of Lot: a'7?. a-7 Height: No. of Floors: 8 Use of Building: ` s...t.)3' .Cii 0N1 /Ac--KA6a 9 Describe Work:1 G .. -A C..k.AC-� ..:�.1J 5 i A Li- �"�' ti'�," Of-� �i�-{�. - � � � "S M f Z. v G. -f V (� r� -'i' C] � �7 V'S � .� � � -1' 10 Class of Work: )(New a Alteration o Addition 11 Garage: / o Attached o Detached Septic: /A o ISDS o Community 12 Driveway Permit: • Owners valuation of Work: 5 pmt Atrtlkerity. This application for a Building letter of authority, signed Leeat Access. A Building Permit cannot NOTICE Permit must be signed by the Owner of the property, de cribed above, or an authorized agent. lithe signature below is not that of the Owner, a separate by the Owner, must be provided with this Application. be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. permits may be required: (1) State Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or Road Access or a State Wastewater Discharge Permit. null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 CERTIFICATION Application and that the information contained above is true and correct. I understand that the Building Department accepts tate Application, along with the plans by me or on my behalf (submittals), based upon my certification as to accuracy. and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on Department. Building Permit, I agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building land use regulations (County Regulation(s)). 1 acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, and facility(ies), described above, are mot in compliance with County Regulation(s) or any other applicable law. Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facitity(ies) if such is in violation applicable law. submittals, and inspections of' the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without and! or builder. AT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: / 2-3-9f9 Other Permits, Multiple separate County Highway/ Void Permit A Building Permit becomes days after commencement. I hereby certify that I have read this and specifications and other date submitted Assuming completeness of the submittals the submittals reviewed by the Building In consideration of the issuance of the Code, ISDS regulations and applicable construction or use of the structure(s) I hereby grant permission to the Building Building Official from: (1) requiring of County Regulation(s) or any other Review of this Application, including or discrepancies. As the Owner, I acknowledge limitation my architect designer, engineer I H BY ACKNOWLEDGE T ..). OWNERS SIGNATURE DATE STAFF USE ONLY Special Conditions: t(') tOOX if 1.e6 Adjusted Valuation: 7140 Plan Check Fee: S61. S. Permit Fee: 562. Manu home Fee: - Mise Fees: ISDS Fee: _ Total Fees: et12�2v Fees Paid: 5r,50 39 Balance Due: 44G•git Be NQ & Issue Date: ]SDS No & Issued Date: -1392 N A Setbacks: OCC Group:Const v `Type: - iffib Zonin . W B G DEPT: � \V\\\\.\\ 12`7il06I P NG DEPT: ` \ \\\II \ (r�(71 AP ROVAL\ DATE APPROVAL DATE The following items are required by Garfield County for a final Inspection: 1) A final Electrical Inspection from the Colorado State Electrical Inspector, 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. OWNERS SIGNATURE Bapplicationdecember2007 /z-3—lig DATE GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTEDFOR ALL APPLICATIONS. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, 1 anchor bolts, pressure treated plates, floor joists, wail studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be in compliance with the 2003 IBC, IPC, IMC, IFGC, and IFC, 2006 IECC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: I. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposedructure located within the envelope. Yes 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes Not necessary for this project 3. Does the site plan indicate the location and direction of the State, County or private road accessing the proper ty?� Yes j 4. Have you provid any RESOLUTIONS and/ or LAND USE PERMIT(S) associated with this property? Yes if Yes please provide a COPY. No 5. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes Not necessary for this project 6. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? 2 Yes �/ Not necessary for this project 7. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordan with the building code or per stamped engineered design? Yes Not necessary for this project 8. If the building i a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes Not necessary for this project 9. Do the plans indicate the location and size of ve dation openings for under floor crawl spaces and the clearances required between wood and ea ? Yes Not necessary for project 10. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes Not necessary for this project 11. Do the plans i elude design loads as required under the 113C or IRC for roof snowloads, (a minimum of 40 pounds er square foot in Garfield County)? Yes Not necessary for this project 12. Do the plan nclude design loads as required for floor loads under the IBC or IRC? Yes Not necessary for this project 13. Does the pl include a building section drawing indicating foundation, wall, floor, and roof construction? Yes Not necessary for this project 14. Is the wind eed and exposure design included in the plan? Yes Not necessary for this project 15. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or fists or trusses? Yes Not necessary for this project 16. Does the building section drawing or other detail include the method of positive connection of all columns and bea ? Yes Not necessary for this project 3 17. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check plicable zone district for building height maximum) Yes Not necessary for this project 18. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or base II EPA certification? Yes Not necessary for this project 19. Does the plan include a masonry fireplace includi g a fireplace section indicating design to comply with the IBC or IRC? Yes Not necessary for this project 20. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the req ' ements of the IBC or IRC? Yes Not necessary for this project 21. Does the plan include a window schedule or other v rification that windows provide natural light and ventilation for all habitable rooms? Yes Not necessary for this project 22. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes Not necessary for this project 23. Do the plans/include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project 24. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC C pter 3) Yes Not necessary for this project 25. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes Not necessary for this project 26. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? 4 Yes Not necessary for this project E/ 27. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both s s? Yes Not necessary for this project 28. Do the plans indicate that restrooms and access tot building are handicapped accessible? Yes Not necessary for this project 29. Have two (2) omplete sets of construction drawings been submitted with the application? Yes a 30. Have you designed or had this plan designed while considering building and other construction code requiremeids? Yes t/ 31. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfi d County Building Department? Yes 32. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lot ee supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes 33. Do you unde tared that approval for design and/or construction changes are required prior to the implem tation of these changes? Yes 4 34. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road"Road In fact" fees required, at the time you pick up your building permit? Yes , 35. Are you aware that you are required to call for all inspections required under the IBC including approval on a final in ection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes / 36. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent nd that the party responsible for the project must comply with the Uniform Codes? Yes 5 37. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 wand 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes 38. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 -inspection fee? Yes . 39. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; a County Road and Bridge permit; a Colorado Dept. of Highway Permit including a Notice to Proceed; a permit from the federal government or any combination. You can con he Road & Bridge Department at 625-8601. See Phone book for other agencies Yes ; 40. Do you unders nd that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perfo installations and hookups? The license number will be required at time of inspection. Yes 41. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule umber for the lot you are applying for this permit on prior to submittal of the building permit a lication? Your attention in this is appreciated. Yes 42. Do you know t at the local fire district may require you to submit plans for their review of fire safety issues? Yes (Please check with the building department about this requirement) 43. Do you understand that if you are planning on doing ny excavating or grading to the property prior to issuance of a building permit that you will be re uired to obtain a grading permit? Yes Not necessary for this project 44. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 10 persons as per Secti n 1004 of the IBC to prepare the plans and specifications for the project. Yes Not Necessary for this project 6 45. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. Yes I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. dL„,,Q /Z- 3- 9 Signature Date Phone: 1670) 1 .- r 0Zy(days); S�� day (evenings) Project Name: C Cie T. el .S4 if- v 'fee ,�y, X4•0,,, cc, e Project Address: Note: On any of these questions you may be required to provide this information. if required information is not supplied, delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. bpminrepcommMar2009 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, 2006 IECC. Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof! Not ground): 40PSF up to 7000ft. elevation. 50PSF 7001ft to 8000ft. 75PSF 8001ft to 9000ft. 100PSF 9001 to 10000ft. !!! ALL SNOWLOADS ARE MEASURED HORIZONTALLY AT THE ROOF NOT THE GROUND!!! Seismic design category: B Weathering probability for concrete: Severe. Termite infestation probability: None to slight. Wind speed: 90mph. Decay probability: None to slight Wind Exposure: 13 or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16over 7000ft. elevation. Air Freezing Index: 2500deg F -days to 7000ft.; over 7000ft. to be determined by Building official Ice shield under-layment required. Mean Annual temp: Variable SEE 2006 IECC FOR INSULATION AND ENERGY REQUIREMENTS. bpminrepcommMar2009 8 Building Plan Review Description of Work: Installation of pre fab structure to house injection package. Bin #: F-2 Location Address: 000669 CR 326 SILT, CO Genera formation Contacts Case Manager: Ken Smith Plan Case Number: BLDG -12-09-6224 Parcel: 217935300463 Application Date: 12/03/2009 Owner. Circle B Land Company, LLC Applicant: Circle B Land Company, LLC Applicant Phone: 970-876-1959 Email: Building Engineered Foundation Driveway Permit Surveyed Site Plan Septic Permit and Setbacks GradelTopography 30% Attach Residential Plan Review List Minimum Application Questionnare Subdivision Plat Notes Fire Department Review Valuation DeterminationlFees Red Line Plans/Stamps/Sticker Attach Conditions Application Signed Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter - Manu. Homes Soils Report PlanninglZoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building height Toning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% _Planning Issues Subdivision Plat General Comments: Friday, December 4, 2009 0 Doug Dennison From: Jake Mali [jmall@garfield-county.com] Sent: Tuesday, January 20, 2009 1:52 PM To: Doug Dennison Subject RE: Bill Barrett Access Attachments: image001.jpg Doug: Bill Barrett does have a driveway access permit off of Chipperfield Lane at the west end of their property and also one at the east end of Chipperfield lane that also accesses the Circle B property. Unless they are adding a driveway access they are exempt from the driveway access standard for future operations. Thanks Jake B. Mall Administrative Foreman Garfield County Road and Bridge Department 970-625-8601 Office 970-618-6194 Cell From: Doug Dennison[mailto:ddennison@oaconsulting.comj Sent: Tuesday, January 20, 2009 12:29 PM To: Jake Mall Subject: Bill Barrett Access Jake, tam working on a land -use permit for BBC for a project on their Circle B property off of Chipperfield Lane. Can you tell me if the access into this property — approximately 1.2 miles east of Dry Hollow Road — has the necessary driveway permit and if there are any particular issues that need to be addressed for this access? Thanks. Doug Dennison 1 Cordilleran, a division of Olsson Associates 826 21 1/2 Road 1 Grand Junction, CO 81505 1 ddennison@oaconsultinq.com TEL 970.263.7800 ext. 20161 CELL 970.270.28531 FAX 970.263.7456 CORDJLL.E'RAN M1LSN A&SOctA!E$ 1 Pertnit Ca r Garfiieid County Building and Planning Department 108 Bth Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)3843470 POST ON SITE Permiitihfo. BL O-12-09®1392 Perrriu Type: Commercial Building Words Classification. New Issue Date: 12/11/2009 Expires: 06/09/2010 _�.nw.u•rv��^q.r.v...��ibr[q:Ar) . ...-zsf,Jv..... �! L,•..m.:r�t.. `.4da..... Y. X';CtJ�hw:f.La•�:;a°i. 3'•"�= %ka,-ssY-;Sl.:ih::F,=.:.b.6'y:. • 'a Ai:YGiaiC-iw..Kr.. .� AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID, Commercial Building Owner's Name: Circle B Land Company, LLC Job Address: 000669 CR 326 SILT, CO 81652- Cointractor(s1 Renegade Pipe Phone Primary Contractor (435)820-0131 Yes Inspection Scheduling Code Parcel #:217935300463 Owners Phone: 970-876-1959 Total Square Feet: 1020 Work Description: a2IP Ins . ectiorr'. Comments Pass Bate Footers ^-�' ������ Foundation Walls 9l 1111111111111111.101.111111MSM Z. --/D�1"""'..a Framing • tF + IIIIIIIIMIIIIIM "= tara clummommo :--is ' mE Insulation Grout 16 .. -1111111111111111111111111111111111111111111111.1111111111110 1T.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0111 - 1111111111111111111111111111111111111111111111111111111111 UG Plumbing '_::11111111111111111111111111111111111111111111 Rough Plumbing .m13p (e r�mac.( ft a1( ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 eigh.e fwm: trl can MOM CO Limited Impact Review Permit CircleB Land Company, LLC (Bill Barrett Corporation) fora (Produced) Water Storage or Treatment Facility In accordance voids sad pursuant to the provisions ofdeo magagginguas as ami, mod mon No. 2000:46 of the Board of Comity Comaissiontn of Garfield Co y State of Colotada,busby ta6oeires, aPermit though ¢he.limit©dTrapictReview(LTRp1209)forthe Mowing ae vity: Installation /Opera ens of a.Predu ced Water Storage and Treatment Fadity located on the Circle.,d4 Well Past on 10 acres of a 279.27:acre tract awned by - Cbtle Land CemPanid= slimeted b the SWC%. M i SE it STP4, SWIAIYAI4, Fran ofSection 3S, T6.S 93 West oftlie 6 PAL in Garfield Coast; alaraia,ifisratet described a? Parcel' 0 3179-353-00463 Tins Poole is land subject to time cone:loss set *oh is the above -motioned resolution, rod shall to va14 only curing" cozy vnit4t ozels com fitions and otbed applicable ' provision of** Garfield County ,Zoning Resoiution; Subdivision Regulations, Building Code, grid ottertegulatleas of tin Bondof County comaissieneut of Geoid Cranny, Colorado, ATTEST: BOARD OF AD ■I l #"i!'� ii+ �')�M1 illu�� t ` C1 "M/Li �� M ii I Re upiion#: 77e962 107/08/2009o1�es$8.00i000JFee:O.W`GARFIEL0 COUNTY CO STATE OF COLORADO ) )ss County of Garfield ) At a regular meeting of the Board of County Connrnissioners for Garfield County, Colorado, held in the Commissioners' Meeting Room, Garfield County Courthouse, in Glenwood Springs on Monday, the is` day of June A.D. 2009, there were present: John Martha , Commissioner Chairman Mike Samson , Commissioner Houpt , Commissioner Don DeFord , County Attorney Jean Alberico , Clerk of the Board Ed men (absent) , County Manager when the following proceedings, among others were had and done, to -wit: RESOLUTION NO. 2009-46 A RESOLUTION CONCERNED WITH THE APPROVAL OF A LAND USE CHANGE PERMIT FOR A PRODUCED WATER STORAGE AND TREATMENT FACILITY ON A PARCEL OF LAND OWNED BY CIRCLE B LAND COMPANY, LLC (BILL B.ARRETT CORPORATION) LOCATED 4.5 MILES SOUTH OF SILT, EAST OF THE INTERSECTION OF COUNTY ROADS 321 AND 326, 04 THE SW%,NW;/,, NY %, SE'ASSW%/ SW%%NE'/ W AEx% OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE 6 PM, GARFIELD COUNTY PARCEL NO# 2179-353-00-463 Recitals A. The Board of County Commissioners of Garfield County, Colorado, received an application for a Land Use Change Permit to allow for the construction and operation of a Produced Water Storage and Treatment Facility on 10 acres of a 279.27 -acre .parcel owned by Circle B Land Company, LLC (Bill Barrett Corporation) located south of Chipperfield Lane. B. The 1a acres of a 279.27 -acre tract is located approximately .26 miles south of Chipperfield Lane, south of Silt in the SW'/NNW'/+, W6SW3/4, SV SW'/, SW' NE'A, W1/22Ei of Section 35, Township 6 South, Range 92 West of the 6th PM, Garfield County. C. The subject property is contained within the Rural zone district and a Land Use Change Permit for a `Water Tank or Treatment Facility' requires a Limited Impact Review to be 1 1111 ritt13110ANIM11011.4*MingWill 111111111 Reception*: 770962 07/081200D 02:57:52 PM Jain Aiber3.ao 2 of B Reo Fewt$0.00 Cleo Fee:0.00 GARFIELD COUNTY CO processed by Garfield County. D. The Board is authorized to approve, deny or approve with, conditions a Land Use Change Permit for a Water Tank or Treatment Facility' pursuant to Section 1-301 and 4-105 of the Gar tele,CQunly Unified Land Use Resolution of2008, as amended. I. The Board of County Commissioners opened a public hearing on the 4th day of May, 2009, upon the question'of whether the Land Use Change Permit application for a `Water Tank or Treatment Facility' should be granted or denied, then continued the public hearing to the day of June, 2009. F. The Board of County Cominissioners opened a public hearing on the 1g day of June, 2009, during which hearing the public and interested persons were given the opportunity to express their opinions regarding the application, then closed the public hearing to make a final decision. H. The Board on the basis of substantial competent evidence produced at the aforementioned hearing, has made the following determinations of fact: 1. Proper posting and public notice were provided as required for the public hearing before the Board of County Commissioners. 2. The public hearing before the Board of County Commissioners was extensive and complete, that all pertinent facts, matters and issues were submitted and that all interested parties were heard at that hearing. 3. The above stated and other reasons, the proposed Land Use Change Permit for a `Water Tank or Treatment Facility' has been determined to be in the best interest of the health, safety, morals, convenience, order, prosperity and welfare of the citizens of Garfield County. 4. The application has met the requirements for a Limited Impact Review (Article IV) and associated applicable Standards (Article VII) of the Garfield County Unified Land Use Resolution of 2008, as amended. RESOLUTION NOW THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Garfield County, Colorado, that: 1. The forgoing Recitals are incorporated by this reference as part of the resolution. 2. The Land Use Change Permit to allow for the construction and operation of a 'Water 2 AHI! I`AVIAI viii INN `�I 'ltd "i �I NI H Receptiev+#: 710882 97/08/2009 of 8 Recta FFeee 80 00 Doc Fee:0.00rico ARFIELD COUNTY CO Tank or Treatment Facility' on 10 acres of a 279.27 -acre tract of land, located on CR 326 is hereby approved subject to compliance with the following conditions: 1. Proper posting and public notice was provided as required for the meeting before the Board of County Commissioners. 2. The meeting before the Board of County Comxnissioners was extensive and complete, that all pertinent facts, matters and issues were submitted and that all interested parties were heard at that meeting. 3. The above stated and other reasons, the proposed special use permit has been determined to be in the best interest of the health, safety, morals, convenience, order, prosperity and welfare of the citizens of Garfield County. 4. The application has met the requirements of Limited Impact Review Permit (Sections 4-501) the Garfield County Unified Land Use Resolutiar of 2008, as amended. Staff recommends the Board approve the request for a Limited Impact Review Permit for the Produced Water Storage Facility at Circle B Well Pad 04 for Bill Barrett Corporation LLC with the following conditions: 1. That all representations of the Applicant, either within the application or stated at the hearing before the Board of County Commissioners, shall be considered conditions of approval unless explicitly altered by the Board. 2. That the operation of the facility be done in accordance with all applicable Federal, State, and local regulations governing the operation of this type of facility. 3. That the Applicant shall comply with the fire protection provisions included in the rules and regulations of the Colorado Oil and Gas Conservation Commission (COGCC) and the International Fire Code as the Code pertains to the operation of this facility. 4. Vibration generated: the Produced Water Storage Facility shall be so operated that the ground vibration inherently and recurrently generated is not perceptible, without instruments, at any point of any boundary line of the property on which the use is located. 5. Emissions of smoke and particulate matter: the Produced Water Storage Facility shall be so operated so as to comply with all Federal, State and County air quality laws, regulations and standards. 6. Emission of heat, glare, radiation and fumes: the Produced Water Storage Facility shall be operated so that it does not emit heat, glare, radiation or fumes which substantially 3 11111 Rec0C�p1 tions: 778862 07106/2009 7 of 6Roo 02;67:52 PM Doe FoolD.O0rGAARRFIELD COUNTY CO interfere with the existing use of adjoining property or which constitutes a public nuisance or hazard. 7. All equipment and structures associated with this perrnit shall be painted with non- reflective onreflective paint in neutral colors (sage green) to reduce glare and make the facility less conspicuous. 8. Volume of sound generated shall comply with the standards set forth in the Colorado Revised Statutes and COGCC Series 800. Volume of sound generated shall comply with the Residential standards set forth in the Colorado Revised Statutes and COGCC Series 800. 9. Electrical pumps and generators shall be used to reduce emissions and noise. 10. Lighting shall be pointed downward and inward to the property center and shaded to prevent direct reflection on adjacent property. 11. A safety meeting that includes fire/wildfire response planning, updating of maps contact lists, securing a hazardous materials permit, and a site inspection shall be performed with the fire service provider (Burning Mountains Fire Protection District) no less than annually. 12. Dust mitigation on the sites and access roads shall be performed to prevent fugitive dust. 13. The spill containment measures shall include electronic `fail-safe' alert system, manifolds between the tanks, tank enclosures, a durable synthetic membrane liner for the entire tank basin and an earthen berm. 14. To ensure safety to wildlife and domestic animals as well as to ensure that habitat considerations are addressed: a. Division of Wildlife `wildlife friendly' fencing shall serve as the guide for fencing on the site, b. A bear -proof durnpster or waste container shall be provided on the site, c. When the pit associated with the installation of the salt water disposal well is installed and contains liquid, that pit (pond) shall be lined, mesh fenced around the pond perimeter, and netted over the top to prevent access by wildlife that might be attracted to the liquid there. An escape mechanism shall be incorporated in the pond's design by which an animal or human being can escape the pond in the event they inadvertently fall into it. d. No domestic animals, such as dogs, shall accompany employees or subcontractors to the site. 4 I WA likluAtigriViliNtilIMIN 11M Reception* • 770962 0710829 e2157:52 PI "haul p1b rkeo 5 of 6 Ran Fse S0.00 don Fee:0.00 GIRFIELD COUNTY CO e. Construction be limited to the `Ideal construction periods' listed in Table 1 on page 5 of the 1riJife Alysessment Mitgallon Report. those being: May 1- 15, July 16- November 30, and reduction of the sagebrush/pinyon/juniper plant community shall be minimized. Actions to avoid a wildlife takings under the Migratory Bird Treaty Act (MBTA) the following mitigations shall be applied: 1. If work in potential nesting habitat must occur during the nesting season and must be cleared, that clearing shall be undertaken prior to the nesting season so that nesting habitat (trees and shrubs for most species in this area) is not present in the construction area. 2. If clearing was not accomplished prior to the nesting season, the area shall be surveyed by a qualified wildlife biologist to determine if birds are nesting. If none are present, clearing may proceed. 3. If nests are present, construction shall be delayed until after July 15th or until the birds are no longer using the nest. 4. If clearing must be done in an area with nesting birds, a 10 meter buffer around the nest -shall be established until the birds are no longer using the nest. 15. Prior to the issuance of the permit, financial contribution towards road maintenance on Chipperfield Lane, as per GarCo Road & Bridge Department, as well as traffic control plans and proper permits from GarCo Road & Bridge for overweight/oversize vehicles shalt be in place. 16. Prior to issuance of the Permit, a reclamation security of $4000 per acre shall be submitted for the 10 -acre site disturbance, as per the Garfield County Vegetation Manager. If the use as aproduced water storage 1 treatment facility is ended, reclamation shall be initiated within 60 days and meet the requirements set forth in the reclamation plan in, place on the date the Limited impact Review Permit issued, or the site reclamation standards in place at the time of use cessation, whichever is more stringent. The reclamation standards at the date of permit issuance are cited in Section 4.06, 4.07 and 4.08 of the Garfield County Weed Management Plan (Resolution #2002-94). Should a financial security of equal value for equal purpose be required by COGCC permit, the County shall consider provisions for returning the fmancial security by considering a written request and justification from the Applicant to the BOCC. 17. No less than 5 days before operation commences, the Applicant shall provide notification to the Garfield County Environmental Health Department that the facility has met all CDPHE air quality emission control, notice and permitting requirements. 18. Proper building or grading permits shall be secured from Garfield County prior to construction. 19. Amendment to this permit may be considered under a Limited Impact Review Amendment. 5 ill 11 l'AiIAKU 4,lN 101TWAiiiANIrtiii 014 iI 111 Rece!ppttn: 770962 07/0872909 02:67:6$ PM 3gart Alhorlaa 6 of 6 Rea Fee:$0.00 Doc Fee:Q,80 6ARFIELO COUNTY CO Dated this 10 day of . , A.D. 20 0 . ATTEST: erk of of the Board enc Upon motion duly made and seconded following vote: GARFIELD COUNTY BOARD OF COMMIS . t RS, . GARFIELD COUNT .COL#' tO Chat egoing solution was adopted COMMISSIONER CHAIR JOHN F. MARTIN ye M. S ONER _ , " AM Aye I SIIiOUPT B Aye STATE OF COLORADO ) )ss County of Garfield ) by the 1, , County Clerk and ex -officio Clerk of the Board of County Commissioners, in and for the County and State aforesaid, do hereby certify that the annexed and foregoing Resolution is truly copied from the Records of the Proceeding of the Board of County Coinlnissioners for said Garfield County, now in my office. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said County, at Glenwood Springs, this day of , A.D. 20 County Clerk and ex -officio Clerk of the Board of County Commissioners 6 BILL BARRETT CORP STRUCTURAL ANALYSIS FOR: #C0903075B — INJECTION SKID Prepared for: Power Service, Inc. Prepared by: Pillar Structural Engineering September 9, 2009 PILL 11 STRUCTURAL ENGINEERING 130 West Collins Drive Casper, WY 82601 P: (307) 265.3900 F: (307) 265.3559 Abstract The purpose of this report is to present the findings that resulted from the structural analysis of the structural steel skid and structural steel building. The following conditions were analyzed: 1. The skid structure only (lifting condition). a. This analysis was performed without the additional loads of the building structure, including the roof, walls, associated materials and any mechanical equipment. b. This analysis includes an impact factor of 1.25 due to lifting conditions. c. This analysis does not include climatic effects. 2. The complete skid structure (lifting condition). a. This analysis includes the weight and member interactions of the entire structure including the roof, walls, associated materials and mechanical equipment. b. This analysis includes an impact factor of 1.25 due to lifting conditions. c. This analysis does not include climatic effects. 3. The complete skid structure with climatic effects (in-situ condition). a. This analysis includes the weight and member interactions of the entire structure and includes the effects of local climatic conditions for areas in Garfield County, CO as follows: i. FLOOR LIVE LOAD 125 psf ii. GROUND SNOW LOAD 40 psf iii. SITE WIND LOADING 90 mph, Exposure C iv. SEISMIC DESIGN CATEGORY B • SDI 0.12 • SDS 0.40 v. ELEVATION ABOVE SEA LEVEL 6000 ft Executive Summary The following conditions were required to be analyzed to determine the structure's integrity and corresponding maximum vertical deflections in accordance with the 2006 International Building Code, 2002 American Society of Civil Engineers — Minimum Design Loads for Buildings and Other Structures, and the American Institute of Steel Construction Inc. — Manual of Steel Construction — Third Edition. 1. The skid structure without the weights of the roof, walls, other materials and mechanical equipment for lifting conditions. The loads created by climatic effects were not included in this analysis. 2. The skid structure including the weights of the roof, walls, other materials and mechanical equipment for lifting conditions. The loads created by climatic effects were not included in this analysis. 3. The entire skid structure along with climatic effects as well as operating loads for final, in- situ conditions. Upon completion of the analysis, the following values were computed for each condition and different structure support condition, respectively. 1. The largest vertical deflection undergone by the skid was determined to be 0.069 inches (lifting scenario includes supports only at the "Lift Lug" locations as indicated on drawings) with all of the members passing the given strength criteria. The estimated self weight of the skid was determined to be 38.69 kips or 38,690 lbs. 2. The largest vertical deflection undergone by the skid was determined to be 0.254 inches (lifting scenario includes supports only at the "Lift Lug" locations as indicated on drawings) with all of the members passing the given strength criteria. The estimated self weight of the structure, including a 1.5 factor of safety applied to all mechanical equipment, was determined to be 117.88 kips. 3. The largest vertical deflection undergone by the skid was determined to be 0.056 inches (in-situ scenario includes supports near each end as well as being supported near mid - span) with all of the members passing the given strength criteria. The estimated self weight of the structure, including a 1.5 factor of safety applied to all mechanical equipment, was determined to be 117.88 kips. A structural analysis was performed for the crane support system, which is placed within the injection skid structure. With a maximum crane capacity load of 6,000 lbs, this office has determined that the crane support system meets the service and strength levet code requirements. Results BY: BP DATE: 9/9/2009 DESCRIPTION: Design Loads Structural Design Loads STRUCTURf.L £NGRQEE UNG PROJECT: Bill Barrett Corp. JOB # 09-08159 CLIENT: Power Service, Inc. DEAD LOADS LIVE LOADS A ROOF LOADS 1 26 GA. R -PANELS 2 MISCELLANEOUS B WALL LOADS 1.50 psi 3.50 psf TOTAL 5 psf SNOW 40 psf ROOF LIVE 20 psf 1 26 GA. R -PANELS 2 MISCELLANEOUS C FLOOR LOADS 1.50 psf 3.50 psi TOTAL 5 psf 1 114" DECK PLATE 6 MISCELLANEOUS D DRAIN PAN LOADS 11.30 psf 3.70 psf TOTAL 15 psf 1 10 GA. PLATE (0.1345" @ 490 pct) 5.49 psi 2 1 112" GRATING 10.30 psf 3 MISCELLANEOUS 4.21 psi TOTAL 20.00 psf G WIND LOADS 1 BASIC WIND SPEED 2 EXPOSURE H SEISMIC LOADS 90 mph C 1 DESIGN CATEGORY 2 OCCUPANCY CATEGORY B 3 FLOOR 125 psf Design Loads BY: BP DATE: 9/9/2009 DESCRIPTION: Design Snow Loads Snow Loads - Typical rayon c PROJECT: Bit! Barrett Corp. JOB # 09-08159 CLIENT: Power Service, Inc. Structure Properties and Loads Roof Slope (S) = Low -Slope Roof? = Upper Feature Height = Upper Feature Length = Lower Feature Length = Ground Snow Load (pg) Importance Factor (I) _ Exposure Factor (Ce) Thermal Factor (G) = Slope Factor (Cs) = Snow Load = 3.43 deg ft in = 0.00 ft ft psf Flat Roof Snow Load (pi) = 37 psf Sloped Roof Snow Load (ps) = 37 psf Snow Density (7) = 19.2 pct Balanced Height (hb) = 1.93 tt Clear Height (h0) = -1.93 ft DRIFT LOADS NEED NOT BE APPLIED Design Values (Drifts on Lower Roofs) Design Drift Width (w) = -15 - 5/12 ft w/ Drift Height (hd) = -2 Drift Surcharge Load (pd) = -37 psi Design Values (Roof Projections & Parapets) DRir r LOAD NOT REQUIRED Design Drift Width (w) = -15 - 5/12 ft wl Drift Height (hd) = -2 ff Drift Surcharge Load (pd) = -37 psi Surcharge Load due to Drifting Design Snow Loads Wind Generation Input Wind Code: Wind Speed, V(mph): Occupancy Category: Exposure Category: ASCE 7-05 90 III c Wind Generation Detail Results Importance Factor: 1.15 Exposure Constant Alpha: 9.5 Exposure Constant zg: 900 Gust Effect Factor, G: .85 Wind Generation Floor Geometry Results Floor Level Kz Diaphragm :1 Wind Generation Floor Floor Level Diaphragm : 1 Height (ft) 11.958 .849 Force/Stress Results qz Windward Pres. (ksf) (ksf) .017 .012 Width (Z) (ft) 64.375 Topographic Factor K1: Topographic Factor K2: Topographic Factor K3: Directionality Factor Kd: Kzt: h (ft): Kh: Windward Cp: 0 0 0 .85 1 11.958 .849 .8 Length (X) Leeward Cp(Z) Leeward Cp(X) (ft) 15.375 .2 .5 Leeward Pres. Z Leeward Pres. X (ksf) (ksf) .003 _007 Force Z (k) 1.345 Force X (k) 7.318 RISA -3D Version 8.0.2 [Z:i...\Power Service109-08159 BBC-Elec & Inj Skids\Catcsllnjection Skid - IN-SITU.R3D] Page 1 PILLAR STRUCTURAL ENGINEERING CLIENT: POWER SERVICE, INC. PROJECT: Bill Barrett Corp, - Injection Skid JOB NO.: 09-08159 BY: BP DATE: 9/9/09 PAGE: 1 OF 1 C:ONM CT1O1• DES1:3N • WLLJS - L.PT A. GT - FILLET -WELDS S -y4 , CDS - 7C 1, 57 st2xdxl= 5.568x1 Ru = 4'7.002 k J, 'h,OW 1ABLE 8.8 (A1C,1A.iEs1 ED.) c . _ - rrrr N 2T ES L.D E IG T 3TRENGT ONM CTINC NUCTTAQL • .1(.1.---7.,0( 2 k • W --SHAPE „/„ZereiffetrAr "Miff 7 A • 4"\ • 7/ BY: BP DATE: 9/9/2009 DESCRIPTION: DRS - INJECTION PILAR ENGINEERING Design Rupture Strength (AISC Spec. .4) Properties Fy (ksi) = 36 Fu (ksi) = 58 Gross Area Subject to Tension (in) = 2.625 t (in) = 1.5 Agt (1n2) = 3.9375 Gross Area Subtect to Shear 1 (in) = 2.1875 t (in) = 1.5 Agv (int) = 3.28125 Net Area Subject to Tension I (in) = 2.625 t (in) = 1.5 Ant (in') = 3,9375 Net Area Subject to Shear I (in) = 2.1875 t (in) = 1.5 Anv (int) = 3.28125 NOTE: REFER TO AISC SPECIFICATION FOR ADDITIONAL REQUIREMENTS. Strength of Elements in Tension Tensile Yeilding ckRn (k) = 127.5 (J4-1) Tensile Rupture Ubs = 0.75 clYRn (k) = 128.5 (J4-2) Strength of Elements in Shear Shear Yeilding cl:tRn (k) = 70.8 Shear Rupture 4,Rn (k) = 85.6 Block Shear Strength (J4-3) (J4-4) Ubs =1 (13Rn (k) = 224.4 (J4-5) PROJECT: Bill Barrett Corp. JOB # 09-08159 CLIENT: Power Service, Inc. DRS - INJECTION Model Drawings Member and Joint Labels , 0'. j t00' - E GRAPHIC SCALEEN FEET NCR +� 701 FEET NOTES CIRCLE B LAND PAD 4 SITE PLAN NW1/4SE1/4 SECTION 35, TOWNSHIP 6 SOUTH, RANGE 92 WEST, 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO I.) DATE OF SURVEY: DECEMBER 2, 2009. MULTI-TRINA DITCH RETAING WALL EXISTING -a OVERHEAD ELECTRIC f 5980 LAND 33A-35 692 ITER DISPOSAL WELL2 EXISTING VALVE SET, 1 2.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR ECLIPSE SURVEYING, INC. OF THE PROPERTY SHOWN 70 DETERMINE OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR EASEMENT OR ENCUMBRANCES OF RECORDS AFFECTING THIS PARCEL. 3.) THE PAD SITE IS NOT LOCATED WITHIN A 30% SLOPE AREA. 4.) THIS SITE PLAN DOES NOT REPRESENT A BOUNDARY, IMPROVEMENT OR IMPROVEMENT LOCATION CERTIFICATE SURVEY BY ECLIPSE SURVEYING, INC. 5.) APPROXIMATE ELEVATION OF THE SITE IS 5976.7, BASED ON WGS 84 AND GPS OBSERVATION. 6.) CONTOUR INTERVAL IS 2 FEET. CONTAINMENT -AREA AND TANKS _' SURVEYOR'S STATEMENT ROPOSEUILDINGD ELECTRIC - TRANSFORMER I, JAMES A. KALMON, A REGISTERED LAND SURVEYOR, LICENSED UNDER THE LAWS OF THE STATE OF COLORADO DO HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS PREPARED ON THIS DATE: DECEMBER 2, 2009 BY ME OR UNDER MY DIRECT SUPERVISION AND CHECKING AND THAT THIS MAP ISA TRUE REPRESENTATION THEREOF. JAMES A KALMON, COLORADO FOR AND ON BEHALF OF ECLIPSE S .Soo `5990 -.600 - BURIED . ,. ELECTRIC ECLIPSE surveying 111 E. THIRD ST., SUITE 208, RIFLE, CO 81650 (97'0) 625.3048 OVERHEAD. .ELECTRIC SURVEY DATE: 12/02/09 RELEASE DATE: 12/02/09 SCALE: 1 " 100' SHEET: 1 of 1 PROJECT #: CIRCLE B 00 00 e0 Bill Barrett Corporation NWY4SE1/4, SECTION 35 T. 6 S., R. 92 W. of the 6th. P.M. GARFIELD COUNTY, COLORADO CODE COMPLIANCE DATA 2006 International Building Code 2006 International Mechanical Code 2008 National Electric Code 2006 Fuel Gas Code 2003 ICC/ANSI A 117.1 Acceptability Standard 2009 International Energy Conservation Code 2006 International Plumbing Code GENERAL INFORMATION Building Location: Garfield County, CO Building Type: Gable Style Occupancy Type: U Construction Type: IIB Stories: 1 Roof Slope: 0.75112" Roof Panel Span(s): 3' Span 1: 15'-9" Building Size: 15'-9" x 64'-9" x 12-11 112" peak (12'-2" eave) Building Area 1019 sq ft Building Contains: Water pumps, Filters, Piping and Instrumentation STRUCTURAL DESIGN LOADS Floor Live Load (L, psf): 125 Roof Live Load (Lr, psf): 20 Snow Load (5): Ground Snow Load (pg, psf): 60 Flat Roof Snow Load -(pr, psf): 37 Sloped Roof Snow Load (ps, psf): 37 Wind Load (W): Basic Wind Speed (V): 90 Exposure Category: C Seismic Load (E): Seismic Design Category: B SDS: 0.230 SDI: 0.049 INECTION BUILDING VALUATION: $585,838 AP VED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS G • . _ IUD COUNTY ING DEPARTMENT" OA By i if I, i#� COP CSP NO INSPECTION WITHOUT PLANS ON SITE 'age of NOTES 1 )Bi1I Barrett Corp will provide documentation that indicates they do not utilize handicap personnel to perform operation and maintenance tasks 2)Power Service will not provide a water supply system; they will only provide a floor drain system to collect any liquids for transport on bulk basis for appropriate disposal, by Bill Barrett 3) This building is not designed for human occupancy except for periods of operation and maintenanceof equipment that shall be performed by authorized Bill Barrett technical personnel only. Heat is intended to prevent equipment from freezing and HVAC is only to keep electrical from over heating. Exception to energy code per 2006 IEC 101.2.1.2 4)This buiding cannot be placed in area's where the ground snow load exceeds the design criteria. Rev No. Date Revisions Project No. 1080949 -Injection Date 19 -Oct -09 10/19/2009 For Review 9/21/2009 For Preliminary Review and Approval Scale POWER SERVICE, INC. HI Barr Corporation COVER PAGE DWG NO. BBC-INJ-COV Rev 17-9Y4." 14'-4X" 16-23" ad` .191 ao� 1 SKID FND, LAYOUT ® PLAN 3/16" = 1'-0" 18'—O" WELD SKID TO EMBED t w/ Y" FILLET WELD, TYP. 0 EA. EMBED R LOCATION L EMBED ,, PLACE 0 EA. JOINT LABEL LOCATION 2 FND, PIER - PLAN 3/16" = 1'-0" I,'4x12x1'—O" w/ (4) 'I x 6" HEADED ANCHOR STUDS (H./LS.), EMBED Q TO BE ASTIR A36 #4 HORIZ. 0 12" o.c., BOTH DIRECTIONS 0 TOP OF PIER EMBED t, RE: 5/S1 /FOR DETAILS N \f 4 CONCRETE PIER, RE: 2/S1 j °I a FOR DIMS.` . I (2) LAYERS #4 DOWELS ;., w/ 6" HOOK INTO FTG. \%: ." p • 18" o.c. N (2) LAYERS #4 HORIZ. ® 12" o.c. \<:1 .4 . • 4. • 4 4 4 4 4 #4 HOW. 0 12" o.c., BOTH DIRECTIONS 0 TOP OF PIER EMBED it, RE: 5/51 FOR DETAILS d:. CONCRETE PIER, RE: 2/S1 FOR DIMS. #4 DOWELS w/ 6" HOOK INTO FTG. 0 18" o.c. 4 4 °I• 4 HORIZ. & 12" o.c. < 1, . • d , 4 4 .1 .64 • 44 '4 ��� ° • ° 4 N ._ A.4 : d \/\\• ///\\///\\///\//\//N\\//,\//X\//\\ 5 EMBED PLATE 3/4" = 1' -0" 3 SECTION 3/4" = 1'-0" 4 4 SECTION 3/4" = 1'-0" STRUCTURAL ENGINEERING 130 WEST COLLINS CASPER, WY 82601 PH: (307) 2654900 FAX: (307)265,3559 www.pillarse.com NOT INTENDED FOR REUSE, w)o 1VR1TTCEI APPROVAL. FROM PILLAR STRUCTURAL ENOJEERG40 • COFYRiOHT 2408 ALL RIGHTS RESERVED Solution: Envelope Pillar Structural Engineering BP 09-08159 Injection Skid Sept 9, 2009 at 2:44 PM Injection Skid - IN-SlTU.R3D Solution: Envelope Pillar Structural Engineering BP 09-08159 Injection Skid Sept 9, 2009 at 2:53 PM Injection Skid - IN-SITU.R3D Solution: Envelope Pillar Structural Engineering BP 09-08159 Injection Skid Sept 9, 2009 at 2:56 PM Injection Skid - IN-SITU.R3D Solution: Envelope Pillar Structural Engineering BP 09-08159 Injection Skid Sept 9, 2009 at 2:54 PM Injection Skid • IN-SITU.R30 Structural Drawings 1,/4t: 12" 36" Coverage 2h/16 '1' XX rTZc F3.L /Et rt. 3E rT c )E f1" 3/4.. I ARCHITECTURAL COMMERCIAL:` INDUSTRIAL FANEL '" ► Finishes: Kynar 500 (PVDF), MS Colorfast45®, and Acrylic Coated Galvalum& ► Gauges: 26ga and 24ga standard, 22ga optional ► 36" panel coverage, 11/4" rib height I. Applies over open framing or solid substrate ► Exposed fastened metal building panel ► Trapezoidal rib on 12" centers ► Wall panel } OPEN FRANV1INGPR SOLID SUBSTRATE ► UL 2218, Class 4 Impact Resistance ► UL 790, Class A Fire Resistance Rating It. Florida Building Code Approved 7231.1 metal sales manutanuting curppration 17.9 ATTACHMENT DETAIL #12-14 x 1114" Self Driller Substructure R i'anel is designed 1c be utilized over open structural , frac ing, brat, can,easily be used with e solid substrate , To. avoid panel distortton use a properly aligned anti unrforrn. sub°stricture FASTENING PATTERNS..: Length Minimum factor, cut leng£h is 5-A Maximum recommended panel length is 45 0 Longer panels require additional consideration: in packaging shipping and:: erection Please consult Metal Sales for recammendations. Fasteners The fastener selection guide should be consulted for choosing the proper fastener for' speafic applications -:' Quantrty and; type of,fastener trust meet necessary load and: code requirements NOTE All panels are subject to surface distortion due fo rmproperlyappfredfasteners Oyerctrrven-fastenerswrl.l cause stress and induce of canning across the face; of ti panel at ornearthe p0/nt ofattachment Availability Finishes Acrylic Coated Galvakinie�, MS Co€orfast45 or various Kynar 500 (PVDF) colors Gauges 2698 and 2498 standard 2298 optional ,. ,, metal sales manufacturing corporation ITS Kent, WA (800) 431-3470 Temple, TX (800) 543-4415 Longmont, CO (800) 289-7663 Antioch, TN (800) 251-8508 Woodland, CA (800) 759-6019 Rogers, MN (800) 328-9316 Spokane, WA (800) 572-6565 Jefferson, OH (800) 321-5833 Rock Island, IL (800) 747-1206 Sellersburg, IN (800) 999-7777 Jacksonville, FL (800) 394-4419 Orwigsburg, PA (800) 544-2577 Independence, MO (800) 747-0012 Fontana, CA (800) 782-7953 Anchorage, AK (866) 640-7663 Bay City, MI (888) 777-7640 Detroit Lakes, MN (888) 594-1394 Mocksville, NC (800) 228-6119 ©M S 1280RP112-2008 SECTION PROPERTIES ALLOWABLE UNIFORM (3 or More Equal LOADS PSF Spans) Yield Weight Top in Compression Bottom in Compression Inward Outward Ga.Width (In,} K51 PSF Ixx Sxx Ixx Sxx Load Load In"Ift In31ft lnsIft Int/ft 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 0,87 0.0350 0.0348 0.0293 0.0439 235 119 71 47 27 17 270 132 77 50 35 26 24 36" 50 1.13 0.0543 0.0558 0.0427 0.0595 316 147 85 55 38 27 398 185 106 68 48 35 22 36" 50 1.45 0.0767 0.0814 0.0600 0.0790 434 199 113 73 51 37 594 273 155 100 70 51 1, Theoretical section properties have been calculated pe AISI 2001 "Specification for the Design of Cold -formed Steel Structural Members.' Ixx and Sxx are effective section properties for deflection and bending. 2 Allowable load is calculated in accordance with AISI 2001 specifications considering bending, shear, combined bending and shear, deflection, and applicable testing when available. Allowable load considers the worst case of 3 and 4 equal span conditions. Allowable load does not address web crippling or fasteners/support connection and panel weight is not considered. 3. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. 4. Allowable loads do not include a 1/3 stress increase in uplift metal sales manufacturing corporation ITS Kent, WA (800) 431-3470 Temple, TX (800) 543-4415 Longmont, CO (800) 289-7663 Antioch, TN (800) 251-8508 Woodland, CA (800) 759-6019 Rogers, MN (800) 328-9316 Spokane, WA (800) 572-6565 Jefferson, OH (800) 321-5833 Rock Island, IL (800) 747-1206 Sellersburg, IN (800) 999-7777 Jacksonville, FL (800) 394-4419 Orwigsburg, PA (800) 544-2577 Independence, MO (800) 747-0012 Fontana, CA (800) 782-7953 Anchorage, AK (866) 640-7663 Bay City, MI (888) 777-7640 Detroit Lakes, MN (888) 594-1394 Mocksville, NC (800) 228-6119 ©M S 1280RP112-2008 SECTION PROPERTIES AND LOAD TABLES 211,6" 1" 3516" . . 4" 36" Coverage 1-17/16" 12" .PANE SECTION PROPERTIES; GAUGE WIDTH (in) YEILD KSI WEIGHT PSF TOP IN COMPRESSION#. BOTTOM IN COMPRESSION'• Ixx Ino/ft Sxx in3/tt Ma (k -in) Ixx in 6/it Sxx i n3/ft Ma (k -in) 26 36" 80 .87 .0350 .0348 1.25 .0293 .0439 1.58 24 36" 50 1.13 .0543 .0558 1.67 .0427 .0595 1,78 22 36" 50 1.45 .0767 .0814 2.44 .0600 .0790 2.37 1. Theoretical section properties have been calculated per AISI 1996. "Specifications for the design of cold formed steel members" Ixx and Sxx are effective section properties for deflection and bending. 2. Tabulated loads are allowable loads calculated in accordance with good engineering practices and with AISI 1996 specifications for bending stresses. Panel weight has not been subtracted from allowable gravity loads. Allowable load does not address web crippling requirement, or fasteners/support connection. 3. Allowable loads are calculated in accordance with AISI 1996 specifications, and have been increased by 33'/a%a for wind uplift. Contact Metal Sales Technical Services Department for more information. 4. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. PR O Metal Sales Manufacturing Corporation! Subject to change without notice/ Effective Date 4f04 800.406.7387 (Corporate Office) • www.mtlsales.us.com ALLOWABLE UNIFORM LIVE LOADS PSFt z s4' 1 -Span Inward (Gravity 1 Deflect on) Load2-4• Outward Uplift (Stress) Load' GA. Width Ksi 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 208 94 48 25 14 9 351 156 88 56 39 29 24 36" 50 278 124 70 38 22 14 396 176 99 63 44 32 22 36" 50 406 180 102 54 31 20 526 234 131 84 58 43 2 -Equal Spans Inward (Gravity / Deflection) Load2.4• Outward Uplift (Stress) Load3- GA. Width Ksi 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 211 105 62 40 28 21 239 115 67 43 30 22 24 36" 50 275 128 73 47 33 24 347 160 91 59 41 30 22 36" 50 376 172 97 63 44 32 516 235 134 86 60 44 3 or more- Equal Spans Inward (Gravity / Deflect on) Load2.4• Outward Uplift (Stress) Load3• GA. Width Ksi 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36' 80 235 119 71 47 27 17 270 132 77 50 35 26 24 36" 50 316 147 85 55 38 27 398 185 106 68 48 35 22 36" 50 434 199 113 73 51 37 594 273 155 100 70 51 1. Theoretical section properties have been calculated per AISI 1996. "Specifications for the design of cold formed steel members" Ixx and Sxx are effective section properties for deflection and bending. 2. Tabulated loads are allowable loads calculated in accordance with good engineering practices and with AISI 1996 specifications for bending stresses. Panel weight has not been subtracted from allowable gravity loads. Allowable load does not address web crippling requirement, or fasteners/support connection. 3. Allowable loads are calculated in accordance with AISI 1996 specifications, and have been increased by 33'/a%a for wind uplift. Contact Metal Sales Technical Services Department for more information. 4. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. PR O Metal Sales Manufacturing Corporation! Subject to change without notice/ Effective Date 4f04 800.406.7387 (Corporate Office) • www.mtlsales.us.com CPP. FACE SAVE OPP. FACE SANE 31.5 kIl PER 90E 2 1 TYP. LIFT LUC 422 20401141 0 1/4' r 1122 BEAN 1.1-SH4PE BEAM 7 HSS BEAM- TO- W -SHAPE STRUCTURAL GENERAL NOTES: sraucrumAI STEEL f W -SHAPE BEAM I/4 (1/B) w or C-Si1APE 11EA41 1/4' 1/4" r RUNNER -TO -CROSS BEAM BPP. FA1I SAME 3 CROSS BEAM -TO - CROSS BEAM 1) $7RUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN CONFORMANCE WITH THE A)SC SPECIFICATION AND THE CODE 05 STANDARD PRACTICE, LATEST EDITIONS. 2) ROLLED STRUCTURAL STEEL SHAPES SHALL CONFORM TO 722E FOLLOWING SPECIFICATIONS: A. W SHAPES ASTM A992, 50 KSI B. CHANNELS, ANGLES, & PLATES ASTM A36, 36 K5/ C. PIPE SHAPES ASTM A53, GRADE B D. STRUCTURAL TUBING (TS/HSS) ASTM A500, 0R40E B, 46 K51 YIELD 3) CONNEC71GN5 MADE UNDER SHOP CONDITIONS SHALL BE WELDED WITH AWS A5.1 OR A5.5 CLASS 570 ELECTRODES OR EQUIVALENT SUBMERGED ARC. 4) R --PANELS 70 RE INSTALLED 1N A 2 -SPAN CONFIGURATION, MINIMUM, UTILIZING 26 GA. PANELS. SEE FIGURE FOR TYPICAL CONNECTION DETAILS. 8 END -WALL ROOF . ar'raci«rx1 BtPwt.< r-• 4.7-12 x I4," Sett Pore/ FASiE1i1p(G A6TIEHH$�. Fntl of Panel /w12-1ez 1'L'Snll 0211x: field 111 Pnnei 1112-341 i'r; Yet! anter OPP. FACE SAME RUNNER SPLICE H5S BEAN OPP. FACE SANE rumors 9 INTERMEDIATE ROOF 1/4' r OPP. FACE 521.11 4SS EEhl,t OR COCUNN 55 BCA4 ON 201.2414 /4) 5 HSS -TO -HSS 6 HSS COL. -TO-W-SHAPE 11 TAIL ROLL 10 ROOF RIDGE TRIS GRAYING I5 NNE PROP£R7/ OF POWER SERVICE CASPER, YIY041NG. USA. 1100/221 7'Na drowinp has not Oren pybilphed but rother hos been prepared for 'WEllfons' by Power Servlca solely In respect of the construction. oparetlon, and naintenente of the facility rand in the title biOCti 0214 Shah of he vpeel for any cher ptrpe or furnished to any other p424/, without itconsent o he w oress Poser Service, Inc. 09/9/04 EP cot cavy- RucTrpN ,/08 hU OESf NAINI CISCO REVISION SC!-IEDULE WtZ POWER SERVICE, INC. IPPR. VA0/lilE%BOC, ETU. 115E 21181 REFERENCE DRAWINGS/SPECS. Bp CASPER, WYOMING, USA (307)472-7722 BILL BARRETT CORP. TYPICAL CONNECTION DETAILS 0411 BI 189 AVM et BP 041E 24}4 N.T.S. sum: 1 or 1 Walk 149. DiC, NO. REACTION SCHEDULE NODE 1.4143 05461.0A0 LIVE 1.0,40 570159.04.0 0.6410109 P457110 3000101000 1 - 743841003013104E52 93€60940307 PARTIAL 244100 LOAD I P687144756000462 X k Y 6) 2 k XIS Ylh 2151 Xlk) 0)6 2(h A SI 7 SI 2{4) X(6 Y k 21k X 8 y(k) 2 ki Xlk 3 44 2 SI 2,1k Y 31 206 x(k Y kl 1{k 1297 -4031 2956 0098 0 2.918 0112 0 1.114 0.071 0.878 3177 0067 4841 2392 0.923 -0473 1_873 0227 -001 0751 -0.316 0.07 .0136 0080 •944 .0501 -0031 65 0.01 4..007 0031 D 4704 0015 0 0807 0.003 -1.065 4005 -0013 -1.01 -0.035 0.016 4537 -0.018 403 -6003 0001 -0.007 0.000 001 -005 0.012 0 0006 346 0 4.106 1.014 0 1935 0.017 0 0.915 0 -1.077 0064 0.015 -0.033 0.043 0.607 -0592 006 005 0 0015 4057 141 0012 -0003 '601 0.011 -005 34720 0.07 3.580 0167 04.0! 1975 0164 00)3 1.279 0.00E -539 -37 -0775 0.856 -2.901 0.023 -0478 -1.899 0.235 001 -0165 -0.376 4037 -4102 -0003 -0.903 0146 -0.0 6731 -003 2859 -0125 0001 2.563 4.347 0 1.475 0063 -5.971 0.214 0.03 -0.491 1.799 4.077 -5592 0922 0152 0.002 0136 0.77 -0007 0124 -0078 0017. 0.075 -0.006 N2 0000 - 2771 -0 04 000E 4.319 0005 0 0.8 0 -0.773 -2.124 0012 -0472 -1.191 94076 -0.745 4055 6.011 0.00E 00 -940 6 -0016 -0017 -0.040 0.024 -0.007 N4 0004 2707 .2756 -0018 .006 4299 -0.615 0 0.713 -001 -0.796 2.179 -0030 -0.427 1.163 3..413 4768 21 •0065 0 -0.012 -006 -0008 0011 -0.00! 0008 0900 -0029 407 90.51. 0 -0.159 002 2.945 -0219 -0001 1.517 -0.07 -0.971 -3,243 -0106 -0.515 1.837 0035 094 3.057 -0.134 0 9.064 -0,147 -0.09 0097 4105 0.01 015 4105 630 0 4.447 -0015 4 3,177 4002 -0502 2.925 0.035 -0106 0.12 0,77 -0,072 0165 -0013 -008 0235 0.298 0 0095 -0158 0 0.068 -0.712 0 0.075 -0125 637 0 5573 0 4 2054 1 0 0.26 0 0.051 -0.4416 0 0057 -0.036 -0401 -0.003 -0.034 0 0 4002 -001 0 4001 0 0 -0050 0 9432 0 7.875 0 4 0113 0 0 0.214 0 0.084 0.149 0.001 -0059 D496 0.07 -0.07 0127 0 0 0105 0 0 0.944 0 5 0.03 0 N33 0.01 622 0J.6 0 3.251 4014 0008 3.033 -001 0.132 -0.975 -0195 -0091 -0.223 9.04 -0.007 4.297 •0.331 0 -0.017 .0..123 0 0014 -0.144 0 -0011 •0131 649 0 7.502 0031 0001 6733 0117 -006 4.318 0.032 -0143 0.506 0.739 -0035 0277 0.023 -0328 0.481 0330 0 -0.032 -0.157 0 -002 -0.111 0 -0.029 -0124 8348 0 6436 0 4 11.469 0 0 1.043 0 -0.083 '0.055 9.017 -0.057 -0.034 -0(01 -1079 -0038 -0.01 0 0.021 0 0 0015 0 0 -0.015 0 3447 0 10933 0 0 11.527 1 0 0.719 D -0.64 0 0.436 -0023 003 0.0! - -050 '1000:153 4 0 0 -0.033 -0011 0 -00 7 0 0 - 94673 0 646 4.01 7.92 0.053 t 3 '6575 0105 0.007 4.040 T 6027 -0.232 4.427 -0.234 -0079 0154 -0.019 -0118 -0.307 4.337 0 0012 -6776 5 0147 -0,139 0 0012 4124 1420 0 0703 -0.05 301 6387 -0.87 -009 4.423 4.027 0132 4.464 D.155 -0.105 0.333 -0.(901 -0090 0364 0333 0 -0.065 -9.202 5 004 -0.15 0 0.007 -0.152 N21 0 53330 .�. 0 001613 0 0 1.036 0 -0061 4036 0.n -0.000 •0.064 040. 0040 -0.074 0504 0 0.017 43.01 0 0.003 0 0 0013 0 142E 0 10/70 0 0 12.095 0 0 0.641 0 0063 0044 004 405 0.033 -0.03 -94074 0039 -9.03 0 0.096 O 0 0.012 0 0 0.012 0 1673 0 8.081 4055 0 6.208 -0.052 (.E0 4.513 41.412 -0,006 0.354 -0.177 4075 -0180 9007 4004 -0142 -0,224 0 -0.08 4160 0 -005 •013 0 0.07 •0.118 630105: 1, ALL 6E606090 ARE 4070070040, 160X43420451434(1 1.0300 FOR 69443160181030110041109. /. 10005515,47.1 BE C0J816E0AND FACTORED As 4004.8RE0 83301 FOIIH007110N 0101NEER. 3. 000140.411074 DESIGN IS BYOMERSAND 15506160 10 THS 0004391ME67S 071ELE LOWLY ADOPTED CODE, CONDINONS ANDTH'. 4806001 GEOi(CH64CJ1 REPORT. 4. WINO AND SEISMIC LOADS SHOULD BE CON540EREDASB01N POSNNERNONEGA11YE IO 9? • 31'-23/4" ao C.O.G.(UNDER LIFTING CONDITIONS)'I BILL OF MATERIALS ITEM 017 b0SCR1Pi3ON SPEC. ITEM art DESCRIPTION SPEC. 1.1 3 W18 x 50 x 20'-6' (COPE ONE END) SA -35 16 2 PL 1/2 x 8' OD SA -36 1.2 W18 x 50 x 43'-10 1/8" (COPE ONE ENO) SA -36 17 1 DECK PL 1/4 x 182" x 770" (PLUS END) C.S. 1.3 W18 x 50 x 45'-5' (COPE) SA -35 18 6 PL 1 1/2 x 11 1/2' x 1'-4 7/8' SA -516-70 1.4 W18 x 5O x 22'-1" (COPE) 5A-36 19 4 PL 1/2 x 15" x 18" SA -516-70 2 W18 x 50 x 16'-0' SA -36 20 2 DRAIN PAN: 1'-3' x 2'-9', SLOPED TO 4' DEEP DRAIN C.S. 3 15 W18 x 50 x 5'-4 1/8' (COPE BOTH ENDS) SA -35 21 2 DRAIN PAN: 9' x 2'-9', SLOPED TO 4' DEEP DRAIN CS. 4 32 W18 x 50 x 4'-11 5/8' (COPE BOTH ENDS) 5A-36 22 2 DRAIN PAN: 1'-0 1/2' x 2'-9", SLOPED TO 4" DEEP DRAIN 5 5 C12 X 30 X 5'-4 1/8' (COPE BOTH ENDS) 5A-35 23 1 DRAIN PAN: 3'-10 3/4" x 1'-6" x 4' DEEP CS. 6 C12 X 30 X 4'-11 5/8' (COPE BOTH ENDS) SA -36 24 4 DRAIN PAN; 1'-5 1/4' x 2'-9", SLOPED TO 4' DEEP DRAIN CS. 7 2 C6 X 10.5 X 1'--9 3/8" (COPE BOTH ENDS) 5A-36 25 2 DRAIN PAN: 2'-5 1/4' x 2'-9', SLOPED TO 4' DEEP DRAIN C.S. 8 2 06 05 10.5 X 0'-9" SA -36 26 1 DRAIN PAN: 3'-10 1/2" x 1'-6", 4" DEEP C.S. 9 2 C6 X 10.5 X 1'-6 7/8" (COPE 601H ENDS) SA -36 27 1 DRAIN SUMP: 4'-3 1/2' x 2'-0' x 18' DEEP, SLOPED C.5, 10 C6 X 10.5 X 4'-5 7/8' (COPE 030714 ENDS) SA -36 TOWARD CENTER FOR SUMP PUMP 11 4 12 2 13 14 C6 X 10.5 X 1'-11 5/8" (COPE BOTH ENDS) 06 X 10.5 X 2"-61/4" SA -36 SA -35 3 3" ST0. WELD TEE 53. -234 -WPB 06 X 10.5 X 4'-5 5/8' (COPE PATH ENDS) SA -35 4 3" STD. WELD ELBOW 90 LR 5A-234-WP8 C18 x 42.7 x 4'-10 5/8" (COPE BOTH ENDS) SA -36 40' 3' STD. ERW PIPE SA -530 15 6" 5/80 Eft PIPE x 7'-11' SA -53S NOTES: 1. DECK PLATE TO BE INSET 5" FROM EDGE OF SKID TO ALLOW FOR DIRECT CONNECTION OF BUILDING TUBING. 2. DRAIN PANS BENEATH FILTERS 70 BE SLOPED TOWARD COMMON DRAIN W/ 2" x 1' SEMI -CIRCLE HOLES CUT THROUGH STEEL WEBBING TO ALLOW LIQUID FLOW. 3. DRAIN LINE BENEATH FSPN-2000 FILTER VESSELS TO HAVE 4' FLAT RUN ALLOWING CLEARANCE FROM C12 CHANNEL. PLAN ao� WS LONG ISM PROPER1Y of POSER 800M5 8 NOTICE. This drawing has t boon polished but rather has been prepared for '081.1. BARRETT CORP.' by Poser Service solely 31 respect of the ConsiruOtlen, operation, and maintenance W the fac9tky named Oa the title bkock and shall not be used for any other purpose or furnished to any other party, without the express written consent of Power Service. Inc 15-46-2-6660 StillZ FK 005 WC t 1 00/90/09 ZR FOR CON37R0C73p/J 004 6663 60IW6EA( CA a6. BY DESCRIPIX*1 alto MPS 986 53. POWER SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 BILL BARRETT CORP. STRUCTURAL S E L SKI 1111. INJECTION PACKAGE CIRCLE B #4 INJECTION/TRANSFER FACILITY OAW X 66'-4" OAL x 1'-6 1/4' OAH REVISIONS REFERENCE DRAWINGS MR ET ZR 32100 Rf EA 86440 to 043E m l 08/10/09 3/16'11' 9107: t OF 1 758 D -1141-STL'-3 N i7 3 3/4" 2 1/4" 0 HOLE PL. 1 1/2 SA -516-70 W18 X 50 LIFTING LUG DETAIL scale 3/4": 1 10 o V-7 1/2' 3'-9 1/3' IF SCE IA E 1. 5, 3 5CE NOTE aN 0 IAS PLAN J= µ� NMI 1. N SPLICE DETAIL scale 3/4":1' 12.-11" 150_6' W18 X 50 3 r IR TYP. SCRAP DECK PL. A 11-0" k'-3" TAILROLL SECTION scale 3/4":1' 24'-7 1/2' 22'-7 1/4" 20'-10" 5PL1 0 A 3 i 0' V SEE NOTE 1. 518 ai 27'-1 3/41, 6 A 1, 32'-5 1/2 - 3' ST 176 �t1 SLOPE BILL OF MATERIALS ITEIA 07Y OESCRiPTI011 SPEC, ITEM 0TY DESCRIPTION SPEC. 1.1 3 W18 x 50 x 20'-6" (COPE ONE END) SA -36 16 2 PL. 1/2 x 8" 00 SA -36 1.2 3 W18 x 50 x 43'-i0 1/8" (COPE ONE END) SA -36 17 1 DECK PL. 1/4 x 182' x 770" (PLUS END) C,7. 1.3 1 W78 x 50 x 45'-5" (COPE) SA -36 18/2" 6 PL. 1 1 /2 x 71 1 x 1'-4 7/B" SA--516-70 1.4 1 W18 x 50 x 22'-1" (COPE) 04-36 19 4 2 x 15" x 18" PL. 1/2 SA -516-70 2 1 W18 x 50 x 16'-0" SA -36 20 2 DRAIN PAN: 1'-3" x 2'-9", SLOPED TO 4" DEEP DRAIN C.S. 15 W18 x 50 x 5'-4 1/8" (COPE BOTH ENDS) sA-36 21 2 DRAIN PAN: 9" x 2'-9", SLOPED TO 4" DEEP DRAIN C.S. 4 32 W18 x 50 x 4'-11 5/8" (COPE BOTH ENDS) 55-36 22 2 DRAIN PAN: 1'-0 1/2" x 2'--9". SLOPED TO 4' DEEP DRAIN CS. 5 5 C12 X 30 X 5'-4 1/8" (COPE BOT ENDS) SA -36 23 1 DRAIN PAN: 3'-16 3/4' x 1'-6" x 4" DEEP C.S. - 6 9 C12 X 30 X 4'-11 5/8" (COPE BOTH ENDS) S4-36 24 4 DRAIN PAN: 1'-5 1/4" x 2'-9", SLOPED TO 4" DEEP DRAM c.5. 7 2 C6 X 10.5 X 1'-9 3/8" (COPE 91008 ENDS) SA -36 25 2 DRAIN PAN: 2'-6 1/4" x 2'-9", SLOPED TO 4" DEEP DRAIN c.s. 8 2 C6 X 10.5 X 0'-9" 5A-36 26 1 DRAIN 9AN: 3'-1O 1/2" x 1'-6", 4" DEEP C.S. 9 2 C6 X 10.5 X 1'-6 7/8" (COPE BOTH ENDS) SA -36 27 1 DRAIN SUMP: 4'-3 1/2" x 2'--0" x 18" DEEP. SLOPED C.S. 10 1 C6 X 10.5 X 4'-5 7/8" (COPE BOTH ENDS) SA -36 TOWARD CENTER FOR SUMP PUMP 11 4 C6 X 10.5 X 1'-11 5/8" (COPE BOTH ENDS) SA -36 12 2 C6 X 10.5 X 2'--6 1/4" SA -36 3 3" STD. WELD TEE SA-234-YYP9 13 106 X 10.5 X 4'-5 5/8" (COPE BOTH ENDS SA -36 4 3" STD. WELD ELBOW 90 LR SA-234-wpe 14 1 C18 x 42,7 x 4'-10 5/8" (COPE 8011-1 ENDS) SA -36 40' 3" STD. ERW PIPE SA -535 15 1 6" 5/80 ERW PIPE x 7'-11" SA -539 36'-0' 3 3-_9=iTl 42=p� 44'-7 1/2" 46'-6" 5'-7 1/2" DECK P ELEVATION 6'-4 1 /2. 01,OPE Li -17 2:-10' CIA 16 SLO V. wl6 3� 3' STJT, SLOPE • 53'-2 1/2" 5,'-1' 20'-10" 55'-7" 65,-0" 6 WIS 3 wia 11 . .— — SLS_ '- "7 _1/8"1' TSP. WI6 SEE NAPE 1. S' n 51 R Jx 4n � 1" a 7=1� i\ 11_-6�„11e, I 18'-11`,5 M r1 I1v 23'-4' 40163 65'-0" E 43'-2" 1 1s 66'-4" NOTES.. 1. DECK PLATE TO BE INSET 5" FROM EDGE OF SKID TO ALLOW FOR DIRECT CONNECTION OF BUILDING TUBING. 2. DRAIN PANS BENEATH FILTERS TO BE SLOPED TOWARD COMMON DRAIN W/ 2" x 1" SEMI -CIRCLE DOLES CUT THROUGH STEEL WEBBING TO ALLOW LIQUID FLOW. 3. DRAIN LINE BENEATH FSPN-2000 FILTER VESSELS TO HAVE 4' FLAT RUN ALLOWING CLEARANCE FROM C12 CHANNEL. NDTICE' This 4404159 has not been published but rather hos been prepared for 'HILL BARRETT CORP.' by Power Service solely in respect of the construction, operation, and maintenance of the facOlty nand in the title [lock and htrot be uoe'N For For otherpurpose furnished to any other party, without the express written consent of Porsr $ervice, Inc. 16 -65 -2 -BBC 015101414. 50EE1 6106 0690 0 n6/00/09 FOR CON5YRUCT/ON 04 BBC-PA1-00-3 MOMENT CA 010. 057E 0FSC401029 CHK'D APR. 097 no. TRLF POWER 40 SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 SCC NIITE 1. 5 1 THIS DRAWING IS 710E PROPERTY OF POWER SERVICE GASPER, WYOMING. IMSA. =.67(916 BILL BARRETT CORP. REVISIONS REFERENCE DRAWINGS ONS ET TR Din 62 EA 5PP'0 01 6420065 DATE Wu. 08/10/09 6142 3/16':1' STRUCTURAL STEEL SKID DETAIL INJECTION PACKAGE CIRCLE B #4 INJECTION/TRANSFER EACILITY 17'-1" OAW x 6C-4" OAL x 1 -6 1/4" OAH RD/ 5509 1 OF 1 59010 no. IC09030758 142 no. U - BBC -NJ -SR -3 LIFTING LUG DETAIL scale 3/4":1' PLAN 1'-7 1 2' 'sem qs ti4 3'-6 1/2" SEE NEIL£ E SPLICE DETAIL scale 3/4":1' 12'-)1" 15-6" 118 X 58 TYP. SCRAP DECK PL, 1'-0" 1'-3' 4118 x SO TAILROLL SECTION scale 3/4":1' 24'-7 22'-7 1/4" 5)18 27'-1 3/4' 29'-�"32'-5 1/2-1 BILL OF MATERIALS STEM 017 0E5CRIP1ION SPEC. 15E5 OTT !ASCRIPTION 1.1 1.2 1.3 1.4 2 3 W18 x 50 x 20'-6" (COPE ONE END) SA -36 16 2 W18 x 50 x 43'-10 1/8" (COPE ONE END) SA -06 17 1 1 W18 x 50 x 45'-5" (COPE) SA -36 16 6 1 W18 x 50 x 22'-1" (COPE) SA -36 19 4 1 W18 x 50 x 16'-0" SA -36 20 2 3 15 W18 x 50 x 5'-4 1/8" (COPE 8011-1 ENDS) SA -36 21 2 4 32 W18 x 50 x 4'-11 5/8" (COPE 80TH ENDS) SA -36 22 2 5 5 012 X 30 X 5'-4 1/8" (COPE BOTH ENDS) SA -36 23 6 Cit X 30 X 4'--11 5/8" (COPE BOTS1 ENDS) SA -36 24 4 PL. 1/2 x 8" OD DECK PL. 1/4 x 182" x 770" (PLUS END) PL. 1 1/2 x 11 1/2" x 1'-4 7/8" PL. 1/2 x 15" x 18" DRAIN PAN: 1'-3" x 2'-'S", SLOPED TO 4" DEEP DRAIN DRAIN PAN: 9" x 2'-9". SLOPED 10 4" DEEP ORAN DRAIN PAN: 1"-0 1/2" x 2'-9", SLOPED TO 4" DEEP DRAIN D RAIN PAN: 3'-10 3/4" x 1'-6" x 4" DEEP DRAIN AN: 1'-5 1/4" x 2'-9", SLOPED TO 4" DEEP ORA1N SPEC. SA -36 C.S. SA -518-70 SA -516-70 C. C.S, C.S. c,6. C.S. C6 X 10.5 X 1'-9 3/8" (COPE BOTH ENDS) SA -36 8 2 06 X 10.5 X 0'-9" SA -36 9 0 2 C6 X 10.5 X 1'-6 7/8" (COPE 8071-1 ENDS) 1 C6 X 10.5 X 4'-5 7/8" (COPE BOTH ENDS) 5A-36 25 2 26 1 27 1 SA -36 DRAIN PAN: 2'-6 1/4" x 2'-9", SLOPED TO 4" D RAM PAN: 3'-10 1/2" x 1-6", 4" DEEP DRAIN SUMP: 4'-3 1/2" x 2'-0" x 18" DEEP, SLOPED TOWARD CENTER FOR SUMP PUMP DEEP RAIN C.S. C.S. C.S. 4 C6 X 10.5 X 1'-11 5/8" (COPE 60TH ENDS) SA -36 2 2 4 C6 X 10.5 X 2'-6 1/4" C6 X 10.5 X 4'-5 5/8" (C0PE BOTH ENDS) C18 x 42.7 x 4'-10 5/8" (COPE 8011-1 ENDS) SA -36 SA -36 4 SA -35 40' 3" STD. WELD TEE 3" STD. WELD ELBOW 90 LR 3" 5T0. ERW PIPE SA -234-6156 SA -234-1180 SA -538 15 6" 5/80 ERW PIPE x 7'-11" SA -536 36'»0 39'-1" 42'-�?' 44'-7 6'-6 20'-10' 53'--2 1/2' _,1 55'-7" 651'-1' 65'-0` 08 5' 0 ■ N -V . � U SEE NorE x.~� 3 3" 0 3 12 518 r-0 u 0 3 SLOPE SLOPE 3' T1 ..6=NORNINNIN====itai 360 `Cr 11.11111111111111111111.11111011 0 3" 0 3 5) w 8 0 0 510 NOTE L 5' w1 1n J0 N ilo 38 SCE NO10 I, 5. TOP OF OECK PL ELEVATION NOTES: Dix SEE 3OTE 1. SS1 5'-7 1/2" 6'-4 1 L.7 SLOPE '2' 13.-2. 25-10" 0 SLOPE 5 -1/0'd' TYP. 5)18 43'-2' N w 5)18 In 66'-4" 1. DECK PLATE TO BE INSET 5" FROM EDGE OF SKID TO ALLOW FOR DIRECT CONNECTION OF BUILDING TUBING. 2. DRAIN PANS BENEATH FILTERS TO BE SLOPED TOWARD COMMON DRAIN W/ 2" x 1" SEMI -CIRCLE HOLES CUT THROUGH STEEL WEBBING TO ALLOW LIQUID FLOW. 3. DRAIN LINE BENEATH FSPN-2000 FILTER VESSELS TO HAVE 4' FLAT RUN ALLOWING CLEARANCE FROM C12 CHANNEL. mob THIS 58A1888 S THE PRDPI3ZTY OF POWER SERVICE CASPER, W1'0I11i16, 13536 NOTICE' This drowln0 has not been pu6Eished but rather has been prepared for 'BILL BARRETT CORP," by Power $ervICe 5010€5 In respect of the construction, operntion, and mak,tenonce of the faculty named In the title block and shalt not be used For any other purpose or Furnished to any other party, without [361 the express written consent of Power Service, Ina. 0 -65-2-86) 519561456 81816 REG LET 06/10/os IR FOR CONSTRUC770N EA 883' FD -L8-3 5108661)1 CA OR1E 3£5£681101! £HR'O APPR, DWG 110. TITLE 0 POWER laW SERV CASPER, WYOMING, (307)472-7722 36&1'6055 BILL BAR.RETT CORP. ICE, INC. STRUCTURAL STEEL SKID DETAIL USA INJECTION PACKAGE CIRCLE B #4 INJECTION/TRANSFER FACIL(TT 7'-1" OAW x 66'- OAL x 1-6 1/4" OAH 885 DH1Y. scALE 81551: '36837 37, 5G, 837. Ry 08 19 09 3/16':1' 1 OF 1 IC09D30758 0 - BBC-lWJ-STL-3 / U REVISIONS REFERENCE DRAW/NGS VMF 80 ZR 0811') 8Y I ,AVE 57 51101-5.18 EAEA BILL OF MATERIALS ® QTY DESCRIPTION SPEC. EJ 3 W18 x 50 x 20'-6" COPE ONE END MIN M M 1: . • . 4 '-11 1 8" •P • Ni arlall W18 x 50 x 45'-5" (COPE) MEM mom W18 x 50 x 22'--1" (COPE) MIMI x 50 x 16'-0" 0MW18 gm W18 x 50 x 5'-4 1/8" (COPE BOTH ENDS) MEM nogW18 x 50 x 4'-11 5/8" (COPE BOTH ENDS) irEll moms C12 X 30 X 5'-4 1/8" (COPE BOTH ENDS) MEM [[[oi 9 C12 X 30 X 4'-11 5 8" COPE BOTH ENDS miss06 X 10,5 X 1'-9 3/8" (COPE BOTH ENDS) romaC6 X 10.5 X 0'-9" •, 2 C6 X 10.5 X 1'-6 7/8" (COPE BOTH ENDS) ram 06 X 10.5 X 4'-5 7/8" (COPE BOTH ENDS) MEM [am 06 X 10.5 X 1'-11 5/8" (COPE BOTH ENDS) MEM RomC6 X 10.5 X 2'---6 1 4" rums C6 X 10.5 X 4'-5 5 8" COPE BOTH ENDS Mil ram m 018 x 42.7 x 4'-10 5/8" (COPE BOTH ENDS) mem © 1 6" S 80 ERW PIPE x 7'-11" SA-53B o ©PL. 1/2 x 8" OD MEI mum DECK PL. 1/4 x 182" x 770' (PLUS END) MEM r ■ei 6 PL. 1 1/2 x 11 1/2" x 1'-4 7/8" SA-516-70 1/2 x 15" x 18" SA-516-70 ramPL. DRAIN PAN: 1'-3" x 2'-9", SLOPED TO 4" DEEP DRAIN C.S. re, 2 DRAIN PAN: 9" x 2'-9", SLOPED TO 4" DEEP DRAIN 1.11111 2 DRAIN PAN: 1'-0 1/2" x 2'-9", SLOPED TO 4" DEEP DRAIN SEMI Rim DRAIN PAN: 3'-10 3/4" x 1'-6" x 4" DEEP man DRAIN PAN: i'-5 1/4" x 2'---9" SLOPED TO 4" DEEP DRAIN ramDRAIN PAN: 2'-6 1/4" x 2'-9", SLOPED TO 4" DEEP DRAIN MEM mini DRAIN PAN: 3'-10 1/2" x 1'-6", 4" DEEP MEMO mom DRAIN SUMP: 4'-3 1/2" x 2'-0" x 18" DEEP, SLOPED MEM TOWARD CENTER FOR SLUMP PUMP MEM IIIMLIIIIIIIIIIIIMIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIMIIMIIIIIIIIIIIIIIIIIIMIIIIIIII 3" STD. WELD TEE '�M " NE 3" STD. WELD ELBOW 90 LR =en 1111 40' 3" STD. ERW PIPE EMI MEM MIN IIIIIIIIIIIIIIIMMIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIII IIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIII MIME MEI IIIMIIIIIMIIIIIMIIIIIIIMIIIIIIIIMMMIIIIIIIIIIIIIMIIIIIIIINIIIIIIII -11111 IIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIII IIIIIIMIIIIIIIIIMIIIIIIIIIIMMIMIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIMMIIIIIIIIIIIIIIIIIIIIIIIIIIMIIMMIIIIIIIIIIIIIIII 111111111111111111=1111111111111111111111111111=-_- amwc, BILL BARRETT CORP. ■�� -���� ��==�= POWER STRUCTURAL STEEL SKID DETAIL ■�� I���� SERVICE, INC. INJECTION PACKAGE 111111111111111111111111111111111•11111111111110111111116-2-8C SIM- nI-MG Dm CASPER, WYOMING, USA CIRCLE 8 #4 INJECTION/TRANSFER FACILITY 17'-1" [AW x 66.-4" OAL 0 03/t0/09 ® F"OR COx57RUC1YON ' 111M113111 Rum BBC-RU-L0-3 MIEZMIEMI(407)472-7722 REVISIONS REFERENCE DRAWINGS CilifO ST E+ .FA 0,�, UAN. UgIE H3 7'w MO EA -1 - 08/10/09 ®� :C09030758 '.�,� 0 T, 5 5Th.- Y 4.-9- s T55 x 3 x 3/16 (TYF. BLDG. RIM) ' P --.— d --.—.—.—. a. .---.—.— 0., d —.—. . d a 0- 253 x 3 x 3/16 (IIP—} d v\ d "� d d d L d 0. Q Q 0. . . . . . . -� .—.- Q 3 0. —.— — — Q Q Q Q (4 —.-- Q b bb 4 b 5 -O 5-0. S -P" S' -Q" 5'-'4 5.-0' b S.-0' S' -R" S'_p^ S'_p• s'_p^ s.-5- +4-9" 1.=TSW. 21 NOTES: 1. BILL OF MATERIALS ON SMT 5 ROOF FRAMING PLAN 14EF. 2.3I.",) r}EDRAINRCt PROPERTY OF SETNICE ,, NOTICE, This drawing hos not been published but rasher has been prepared for 'BILL BARRETT CORP.' by Power Service solely In respect of the construction, operation, and maintenance of the facility named In the title block and shoU not be used for any other purpose or furnished to any other party, withoo,t the express written consent of Power Service, Inc. SIRttIRIL SIM sw COAL 0 oe/ro/os ZR CONSTRUCTION MC -N.1-111-3 smor H0. 511E 521021 REVISIONS CHK0 APFR. DWG la POWER SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 REFERENCE DRAWINGS BILL BARRETT CORP. STRUCTURAL STEEL BLDG. DETAIL INJECTION PACKAGE CIRCLE B J4 INJECTION/TRANSFER FACILITY 15'-9 W x 64'-9 L x 13'-O" H 505 GhN. SCSIL 01EEI: •fi ' a 76Y 08 10 00 3 16":1' 1 OF 5 IC090307513 D - 16 -65 -2 -BBC .45. 32'-70 1/2" z • PROM DHENE'', TSS x 3 x 3/16 (TVP. BLDG. RIM) p BLDG. 614) Ll1 P P R, Q Q Q ( 9 Q Q Q Q Q Q Q 9' , 0-E8 79 V' P l'Y 0 Q 0 9 © Q v� Cr—. \'.i� Q Cr— t ® 1 \ Cr -Cr. 9 Q i, Q „ Q /y Ly Q Cr— Q ; N F su0ING fi x}NG 7 St30 SrDING WINDOW `. Q Q Q i W 1 Q ly ,9 Q Q 4 1 Q 9 Q Q Q q��Y f N , tea• i10 NIR Y SA7 FSi1 T53%3x3/6 (TVP,) VIEW A -A 5S' -A 712" NOTES: 7. BILL OF MATERIALS ON 5Hr. 5 TS3 x 3 x 3/76 (,17.) SECTION B -B TN5 ORAIYING MBE PROPEHIY OF POWER SER4lCE CASPERR. YftOMING, us& 50110E0 TNIs drawing has not been pubilshed but rather has been prepared For 1111L 0060013 CORP' by Power Service solely In respect of the construction, operation, and maintenance of the Facility nap In the title block and shall hot be used for any other purpose or furnished to any other party, without the express written consent of Power Service, Inc. 0 N3 08/60/09 ZR 0At0 Di FOR CONS7RUClOON omccanort 4 — CHx'D MPR. REVISIONS BBE -NEI-STL-3 060 110. REFERE 5164CIUW, S1Fll 9D CCM miPiar TIRE - POWER iar SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 BILL BARRETT CORP. STRUCTURAL STEEL BLDG. DETAIL INJECTION PACKAGE CIRCLE B j4 INJECTION/TRANSFER FACILITY 15'-9 W x 64'-9 L x 13'-0" H CE Of04W0NGS 037n' 8Y ZR OW0 B' EA h'PD 53 i 0060008 '1541 14X4. 08/10/09 Ya4E- 3/16":1 SHIT: 206'5 0�CA14x0 Na 9030759 1460 k3. D 16-65-2—BBC 1104. T55 x 3 x 3/76 MP. BLDG. 614) Ll1 q ----- ! I ® 17 1 O. --Q v� w ®i 1 = SUDIING 3. LI©ING WINDOW 4 fi x}NG 7 St30 a, M it Q o f 0 1 e" Af FY 0 9 ® ® ® ® F N tea• i10 NIR Y SA7 FSi1 NOTES: 7. BILL OF MATERIALS ON 5Hr. 5 TS3 x 3 x 3/76 (,17.) SECTION B -B TN5 ORAIYING MBE PROPEHIY OF POWER SER4lCE CASPERR. YftOMING, us& 50110E0 TNIs drawing has not been pubilshed but rather has been prepared For 1111L 0060013 CORP' by Power Service solely In respect of the construction, operation, and maintenance of the Facility nap In the title block and shall hot be used for any other purpose or furnished to any other party, without the express written consent of Power Service, Inc. 0 N3 08/60/09 ZR 0At0 Di FOR CONS7RUClOON omccanort 4 — CHx'D MPR. REVISIONS BBE -NEI-STL-3 060 110. REFERE 5164CIUW, S1Fll 9D CCM miPiar TIRE - POWER iar SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 BILL BARRETT CORP. STRUCTURAL STEEL BLDG. DETAIL INJECTION PACKAGE CIRCLE B j4 INJECTION/TRANSFER FACILITY 15'-9 W x 64'-9 L x 13'-0" H CE Of04W0NGS 037n' 8Y ZR OW0 B' EA h'PD 53 i 0060008 '1541 14X4. 08/10/09 Ya4E- 3/16":1 SHIT: 206'5 0�CA14x0 Na 9030759 1460 k3. D 16-65-2—BBC 1104. 7'-8 15/16" Yp, T52 x 1 x 11 0 N TVP. Q `` © IO J s i T53 x 3j.y� 0 o 1,�1 -.wl10blIo 0) �f1Y .. '.411111111.11.m........"0 ^r 1 9" 4--8 TR x V6 �NP. 4'_6'• 27 BIOG. . o• 9 27 4-6" '8 19 9 27 21 i9 27 2727 11 11 60008 ' I I is r 11 3' BIJECiION.-C. WWI 2506¢ if 11 11 3' lµiECl[ON OUTLET 2500/ PT j f ® I7 4'-8 1/2" 6•-k., 6 4'-8 1/2" 15'-9" VIEW C -C NOTES: 1. BILL OF MATERIALS ON SHT. 5 M TYP 7'-8 15/1.5" TYR, T52 x 1 x 11 OA. 10 lYP 0 1l \\\J T53x 3x30 m 41) 0 1,�1 -.wl10blIo ._ 0 3"� i 7S5 x3Lx 3/118 4-6" '8 9 9 21 0 9 0 9 ' r 11 o --2i 11 11 j f SLIDING t f e x rT WINDOW 21 Z. x AI 1h i4 I t, 3'-0 3/4" 3'-0 3/4" 3'-3" 3'-0 3/4" 3'-3 3/4" 15'-9„ VIEW D -D TH$ ORASYNG IS 1E PROPERLY OF 1OMER SERVICE VIVONTAIO, NOTICE, This drawing has not been published but rather has been prepared for 'BILL BARRETT CORP: by Power Service solely In respect of the construction, operaton, and maintenance of file facility maned In the title block end shall not be used for any other purpose Or furnished t0 any other party, without the express written consent of Power Service, Inc, s I13C-KI-57L-3 SITEXIII:1L SIEEL 94E pax 0 NO. 68/40/09 IR FOR coN57RvcrJON EA BATE BY 0=RiFIDS1 REVISIONS DOC -+1.1-19-3 wI1PIart s, 509 FLO. 101E REFERENCE- DRAWINGS POWER SERVICE, INC. CASPER, WYOMING, USA (.307)472-7725 BILL BARRETT CORP. STRUCTURAL STEEL BLOC, DETAIL INJECTION PACKAGE CIRCLE B 14 INJECTION/TRANSFER FACILITY 15'-9 W x 64'-9 L x 13'-O" H ow Bf 089 2R EA 091) BY 8091Bre 1141E BAB. CUSP .¢3018 9041 Nu. 90 K5, 08/10/09 3/16"r 3 Of 5 1009030758 D - 16-65-2-8BC BILL OF MATERIALS ITEM QTY DESCRIPTION SPEC. 2 RECTANGULAR TUBING, 5 x 3 x 3/16 x 64'-9" SA -500B 2 RECTANGULAR TUBING, 5 x 3 x 3/16 x 15'-3" SA -500B 1 SQUARE TUBING, 3 x 3 x 3/16 x 64'-9" SA --500B 28 SQUARE TUBING, 3 x 3 x 3/16 x 7'-9" SA -5008 5 24 SQUARE TUBING, 3 x 3 x 3/16 x 4'-9" SA -500B 6 47 SQUARE TUBING, 3 x 3 x 3/16 x 4'-3" SA -5006 7 13 SQUARE TUBING, 3 x 3 x 3/16 x 15'-3" SA -5006 8 14 SQUARE TUBING, 3 x 3 x 3/16 x 6 1/4" SA -500B 9 4 RECTANGULAR TUBING, 2 x 1 x 11 GA. x 64'-3" SA -500B 10 6 RECTANGULAR TUBING, 2 x 1 x 11 GA. x 64'-9" SA -500B 11 39 SQUARE TUBING, 3 x 3 x 3/16 x 11'-6" SA -500B 12 1 SQUARE TUBING, 3 x 3 x 3/16 x 5'-10 1/2" SA -500B 13 1 SQUARE TUBING, 3 x 3 x 3/16 x 52'-6 1/2" SA -500B 14 1 SQUARE TUBING, 3 x 3 x 3/16 x 2'-10 1/2" SA -5009 15 1 SQUARE TUBING, 3 x 3 x 3/16 x 22'-2" SA -50013 16 1 SQUARE TUBING, 3 x 3 x 3/16 x 27'-0 1/2" SA -5008 17 2 SQUARE TUBING, 3 x 3 x 3/16 x 4'-5 1/2" SA -5008 18 8 SQUARE TUBING, 3 x 3 x 3/16 x 6'-4" SA -5008 19 6 SQUARE TUBING, 3 X 3 X 3/16 X 2'-6 3/4" SA -500B 20 3 SQUARE TUBING, 3 x 3 x 3/16 x 2'-2" SA -500B 21 9 SQUARE TUBING, 3 x 3 x 3/16 x 3'-O" SA -5008 2 3 SQUARE TUBING, 3 x 3 x 3/16 x 1'-4 1/2" SA -500B 23 3 SQUARE TUBING, 3 X 3 X 3/16 X 2'--4 1/2" SA -500B 4 6 SQUARE TUBING, 3 X 3 X 3/16 X 3'-11 1/2" SA -5008 25 g SQUARE TUBING, 3 x 3 x 3/16 x 3'-2" SA -5008 26 3 SQUARE TUBING, 3 x 3 x 3/16 x 4'-0 1/2" SA -5006 27 6 SQUARE TUBING, 3 x 3 x 3/16 x 4'-2 1/2" SA -500B 8 12 SQUARE TUBING, 3 X 3 X 3/16 X 2'-9 3/4" SA -500B CRANE SYSTEM STEEL 32 W12 x 35 x 14'-9 BRIDGE BEAM sA-5509 33 2 W16 x 67 x 62'-9" RUNWAY BEAMS SA -500B 34 8 SQUARE TUBING, 4 x 4 x 3/8 x 8'-0" SA -500B 35 4 PL. 1/2" x 7 1/4" x 2'-0" SA -500B 36 2 SQUARE TUBING, 2 x 2 x 3/16 x 62'-9" SA -500B 37 38 39 =CM BILL BARRETT CORP. P0WE1:ig STRUCTURAL STEEL BLDG. DETAIL SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 INJECTION PACKAGE CIRCLE 9 #4 INJ/TRANSFER FACILITY 15'-9" W x 54'-9" L x 13'-O" OAH I -ou-SL-3 sTm.sico DT & o ,/ 000/09 ZR FOR CONSTRUCTION E4 - BEE -11140-3 Cara- GA . nor er EOM uTR. DV. 00.mu w ZR axo a EA xau a v v u"c 08/55/09 NIS sca: ax 5 of 5 #009030758 r:76 -65 -2 -BEC �v. r REVISIONS REFERENCE DRAWINGS Ey Y- W LEGEND EQUIPMENT // ACCESSORIES MK QTY DESCRIPTION CONTROL // VALVE LIST MK QTY DESCRIPTION A 1 TRANSFER PUMP: REDA MODEL M520A - 11 STAGE ACT -01 1 VALVE ACTUATOR: VALVCON 1VWX1500 B 1 ELECTRIC MOTOR: 250 HP, 3600 RPM, 480V, TEFC, CLASS 1, DIV 1 ACT -02 1 VALVE ACTUATOR: VALVCON VWX600 C 1 INJECTION PUMP: REDA MODEL S175N '^ 108 STAGE FM -01 1 FLOWMETER (TRANSFER): 4" E2 -P W/ READOUT 0 1 ELECTRIC MOTOR: 400 HP, 3600 RPM, 480V, TEFC. CLASS I, DIV 1 FM -02 1 FLOWMETER (INJECTION): 2' EZ -IN W/ READOUT E 1 TRANSFER CHARGE PUMP: FLOWSERVE DURCO 2K4x3-13RV PSV -01 1 ANDERSON -GREENWOOD MOD. JLT-JOS-E-OR-15--J, SET 0 150 PSIG F 1 ELECTRIC MOTOR: USEM OR =, 50 HP, 1800 RPM, 460V/60/3, 3267 PSV -02 1 ANDERSON -GREENWOOD MOD. 3J3-JLT-JOS- E -OR- 35-J, SET ® 485 PSIG G 1 INJECTION CHARGE PUMP: FLOWSERVE DURCO 1K1.571-82RV PSV -03 1 RELIEF VALVE: BAIRD MOD. 782-7801, 2" x 2", SET 0 150 PSIG H 1 ELECTRIC MOTOR: USEM OR =, 10 HP, 3600 RPM, 460V/60/3, 215T PSV -04 1 RELIEF VALVE: BAIRD MOD. 782-7801, 2" x 2", SET 0 2750 PSIG J 2 TRANSFER FILTER VESSEL: FSI FSPN-2000-8", (8) 12 BAGS, 31655 K 2 INJECTION FILTER VESSEL: FSI FSPN-355-4", (4) 12 BAGS, 31655 BCV -01 1 BALL/CHECK VALVE, 4" PIPER, 36001, S/80 BUTT -WELD ENDS L 2 FLEX JOINT: 6" 1501 RP x 0'-8" F/F', SS BRAID BCV -02 1 BALL/CHECK VALVE, 3" PIPER, 50001, S/160 BUTT -WELD ENDS M 1 STRUCTURAL STEEL 3 -RUNNER SKID VBF-01 4 BUTTERFLY VALVE: 8" KF OR =, WAFER -STYLE N 1 STRUCTURAL STEEL BUILDING: 16' W x 65' L x 13' H, GABLE -STYLE ROOF, VBF-02 1 BUTTERFLY VALVE: 6" KF OR =, WAFER -STYLE W/ 3 TON CRANE VOF--03 11 BUTTERFLY VALVE: 4" KF OR =, WAFER -STYLE P 1 SUMP PUMP; AOD SUMP PUMP W/ GEM FLOAT ALARM & SOLENOID VALVE WCV-01 2 CHECK VALVE: 8" BALON OR =, WAFER -STYLE O WCV-02 4 CHECK VALVE: 4" BALM OR -, WAFER -STYLE '-6 13'-4 3/4y r'8 ter. , �Mf 3 28'-2' C/C [ 43'-11 3/9' 9'-70 1/2' REF 7'-6 3' x 3' SLIDING wow., 4,' 1/ v 3'x7' BOOR 0' 5,-6" VALxtivER TRANSFER OUTLET 4' 600e or �B(s T:3) 3' x 3' SLIDING WINDOW Id' 5/40 fi nil,,,, n'1, " ^'" 01<1 vt0Lio Sid' �o�.kgv0R EDIrrtalm atsT D€;Ill SPE 0 S/ Ds t '4" VeL10400 SKI0' S/Eta . v0LD 1� LSE Fes- ^�^��^! A o«o 2,1 NOTES: 1. VALVE ACTUATORS ARE SHOWN 90' OUT OF TRUE POSITION IN PLAN VIEW MOUNT IN THE VERTICAL OR UP POSITION. 2. APPROX. WEIGHT OF SKID 112,000 LBS. 33'-0' PLAN 3' 0 3' SLIDING WINDOW 11, -II' REF. S/13'/6a2' INJEC7100 01EITLET arr. T) AI, N 0) 0) 00 0' THS DRAWING 10 THE PROPERTY OF POWER 58101 E CASPER, WYOMING, USA. NOTICE: This drawing has not been pubElshed but rather has been prepared for 'BILL BARRETT CORP.' by Power Ser<100 solely in respect of the construction, operation, and maintenance of the facility named in the title block and shall not be used for any other purpose or furnished in any other party, without the express written consent of Power SerWce, Inc. sec-I111-Sh.-3 0100000001. 45-2-99C 0110u0100IC 01001. Enc 04006 080-101-0100-3 STBUCMNL STEEL SI40 MAL 0 00/ro/as 00 FOR CONSTRUCTION BBC -RU -015-3 & INSTR. 044,004 NG, DATE 80 OESCNIPIION 7410.5 PPS. C'RG NC. TIRE POWER saWr SERVICE, INC CASPER, WYOMING USA (307)472-7723 01511 BILL BARRETT CORP. EQUIPMENT GENERAL ARRANGEMENT INJECTION PACKAGE CIRCLE B ij4 INJECTION/TRANSFER FACILITY 17'-1a OAW x 66'-4" OAL x 14'-6" OAN RLVISICNS REFERENCE DRAWINGS PON Br ZR 011.0 04 EA pre EY Eh'0"1EL4 1A11 MN. 08/10/09 3/16'1' S10EI_ 1 OF 3 011010 #009030758 1)- BBC--IHJ-L0-3 REY. TOP OF io LEGEND EQUIPMENT // ACCESSORIES MK QTY DESCRIPTION CONTROL // VALVE LIST MK QTY DESCRIPTION A 1 TRANSFER PUMP: REDA MODEL M520A - 11 STAGE ACT -01 1 VALVE ACTUATOR: VALVCON LVWX1500 0 1 ELECTRIC MOTOR: 250 HP, 3600 RPM, 480V, TEFC, CLASS I, DIV II ACT -02 1 VALVE ACTUATOR: VALVCON VWX600 C 1 INJECTION PUMP: REDA MODEL S175N - 108 STAGE EM -01 1 FLOWMETER (TRANSFER): 4" EZ -84 W/ READOUT D 1 ELECTRIC MOTOR: 400 HP, 3600 RPM, 480V, TEFC, CLASS I, DIV II FM -02 1 FLOWMETER (INJECTION): 2" EZ -IN W/ READOUT 5 1 TRANSFER CHARGE PUMP: FLOWSERVE DURCO 2K4x3-13RV PSV -01 1 ANDERSON -GREENWOOD MOD. JLT-JOS-E-OR-15-J, SET A 150 PSIG F 1 ELECTRIC MOTOR: USEM OR =, 50 HP, 1800 RPM, 460V/60/3, 326T PSV -02 1 ANDERSON -GREENWOOD MOD. 3J3 -JLT- JOS- E- OR- 35-J, 5ET 0 485 PSIG G 1 INJECTION CHARGE PUMP: FLOWSERVE DURCO 1K1.5x1-82RV PSV -03 1 RELIEF VALVE: BAIRD MOD. 782-7801, 2" x 2", SET @ 150 PSIG H 1 ELECTRIC MOTOR: USEM OR =, 10 HP, 3600 RPM, 460V/60/3, 2157 PSV -04 1 RELIEF VALVE: BA1RD MOD. 782-7801, 2" x 2", SET 0 2750 PSIG J 2 TRANSFER FILTER VESSEL: F51 FSPN-2000-8", (8) #2 BAGS, 31655 K 2 INJECTION FILTER VESSEL: FS1 FSPN-355-4", (4) #2 BAGS, 31655 BCV -01 1 BALL/CHECK VALVE, 4" PIPER, 3600#, 5/80 BUTT -WELD ENDS L 2 FLEX JOINT: 6" 150# RF x 0'-8" F/F, 5S BRAID BCV -02 1 BALL/CHECK VALVE, 3" PIPER, 5000#, S/160 BUTT --WELD ENDS M 1 STRUCTURAL STEEL 3 -RUNNER SKID VBF-01 4 BUTTERFLY VALVE: 8" KF 0R =, WAFER -STYLE N 1 STRUCTURAL STEEL BUILDING: 16' W x 65' L x 13' H, GABLE -STYLE ROOF, VBF-02 1 BUTTERFLY VALVE: 6" KF OR --r, WAFER --STYLE W/ 3 TON CRANE V9F-03 11 BUTTERFLY VALVE: 4" KF OR =, WAFER -STYLE P 1 SUMP PUMP; A00 SUMP PUMP W/ GEM FLOAT ALARM & SOLENOID VALVE WCV-01 2 CHECK VALVE: 8" SALON 0R =, WAFER --STYLE 0 WCV-02 4 CHECK VALVE: 4" BALON OR =, WAFER -STYLE wj !,�✓f�'�..L'.��/��!`<���JJ ��/%.-/r�.flf�.�f/1'l.'LGA/���!_'l:ll�l...��.��1�.11 ��lslf�;%/�Gf/f��,�fGL!'�L;/f���:!1���4�f%��I �11��/�r}-'� I'" �fREf. FIEITLET 3' 1S219 RF" 411'-7 1/2' P2112 0111. POMP RISCNAR1,F. 12,10. BT,{ L116, L11. SID 32'-6' I RAL 11'-11' REF. NOTES' 2. APPROX. WEIGHT OF SKID — 112,000 LBS. VIEW A ---A NOTICE. this drerInp hes not been published but rother hos been prepared for 'BILL EHRRETT CORP: by Power Service solely In respect of the construction, aperatEon, and maintenance of the facility named in the title black and shall not be used for any other purpose or furnished to any other party, without the express written consent of Power Servien, inC BBC-uU-5PL- P2136 SPOOL 06665 16-65.2-6BC STROCAPJN. 131111 0651 0613 , BBv-B3-SR-3 UN/ SIFT1. 9906 00TH. 0 0e/10/02 ZR POR CONSTRUCTION EA 88C-INJ-PID-3 P13001313 i4 30113, DI300'13 a. BY 01103011 01160 1J 1010 N0. 1111E S POWER QV SERVICE, INC. CASPER, WYOMING, USA (307)472-7725 flFS DRAWING IS THE PROPERTY OF POWER 5001310E CASPER, WYOMING, USA (75111013 BILL BARRETT CORP. EQUIPMENT GENERAL ARRANGEMENT INJECTION PACKAGE CIRCLE B #4 1NJECTION/TRANSFER FACILITY 17'-1" OAW x 66'-4" OAL x 14'-6" OAH REVISIONS REFERENCE DRAWWINOS 4113201 EA 1PP1} BT 611E WO. 08/€0/0 9!1631: 2 OF 3 001E NO. IC0903075E1 1136, 130. L - BBC -NJ -W-3 INLET 2 INLET 1 LIDI G V INDOW INLET 8' FScq RP 02 DECK PL N 3"-a 4/16" u CJ 8" INLET 1508 RF 8" INLET 1508 RF TOP OF DECK PL, /r! -l//./ 3' x 7' DOOR / et NOTE: LOWER BRAN H-.._ "-.4"_—....-..___ER NCH TO A" TRAN5F,ER PUMP, MUST BE ROTATED APPROXIMATELY 3- TO ALIGN WITH PUMP SUCTION. -REE. PIPING SPOOL DRAWING - DETAIL C—C scale 3/8":1' 13'-4 3/4.10 3' x 3' SLIDING vINDOv LEGEND EQUIPMENT // ACCESSORIES MK QTY DESCRIPTION CONTROL // VALVE LIST MK QTY DESCRIPTION A. 1 TRANSFER PUMP: REDA MODEL M520A - 11 STAGE ACT -01 1 VALVE ACTUATOR: VALVCON LVWX1500 B 1 ELECTRIC MOTOR: 250 HP, 3600 RPM, 480V, TEFC, CLASS I, DIV 1 ACT -02 1 VALVE ACTUATOR: VALVCON VWX600 C 1 INJECTION PUMP: REDA MODEL 6175N -» 108 STAGE EM -01 1 FLOWMETER (TRANSFER): 4" EZ -IN W/ READOUT :D 1 ELECTRIC MOTOR: 400 HP, 3600 RPM, 480V, TEFC, CLASS 1, DIV 11 FM -02 1 FLOWMETER (INJECTION): 2" EZ -IN W/ READOUT E 1 TRANSFER CHARGE PUMP: FLOWSERVE DURCO 2K4x3-13RV PSV -01 1 ANDERSON -GREENWOOD MOD. JLT-J05-E-OR-15-J, SET 6 150 PSIG F 1 ELECTRIC MOTOR: USEM OR =, 50 HP, 1800 RPM, 46011/60/3, 3267 PSV -02 1 ANDERSON -GREENWOOD MOD. 333-JLT-JOS- E- OR -35-J, SET 6 485 MG O 1 INJECTION CHARGE PUMP: FLOWSERVE DURCO 1K1.5x1-82RV PSV -03 1 RELIEF VALVE: BAIRD MOD. 782-7801, 2" x 2", SET 6 150 PSIG H 1 ELECTRIC MOTOR: USEM OR =, 10 HP, 3600 RPM, 460V/60/3, 215T PSV -04 1 RELIEF VALVE: BAIRD MOD. 782-7801, 2" x 2", SET 16 2750 PSIG J 2 TRANSFER FILTER VESSEL: FSI FSPN-2000-8", (8) #2 BAGS, 3162S K 2 INJECTION FILTER VESSEL; FSI FSPN-355-4", (4) #2 BAGS, 316S5 BCV -01 1 BALL/CHECK VALVE, 4" PIPER, 3600#, 5/80 BUTT -WELD ENOS L 2 FLEX JOINT: 6" 150# RF x 0'-8" F/F, SS BRAID BCV -02 1 BALL/CHECK VALVE, 3" PIPER, 5000#, S/160 BUTT -WELD ENDS M 1 STRUCTURAL STEEL 3 -RUNNER SKID VBF-01 4 BUTTERFLY VALVE: 8" KF OR ', WAFER -STYLE N 1 STRUCTURAL STEEL BUILDING: 16' W x 65' L x 13' H, GABLE -STYLE 000F, VBF-02 1 BUTTERFLY VALVE: 6" KF OR =, WAFER -STYLE W/ 3 TON CRANE VBF--03 11 BUTTERFLY VALVE: 4" KF OR =, WAFER -STYLE P 1 SUMP PUMP: AOD SUMP PUMP W/ GEM FLOAT ALARM & SOLENOID VALVE WCV-0i 2 CHECK VALVE: 8' BALON 0R =, WAFER --STYLE 0 WCV-02 4 CHECK VALVE: 4" BALON OR =, WAFER -STYLE 4'-6' C/C IY 31'-6' ilia Mb ita fmmt I�Iiir i rwwwwwrMw,wwrwr TYR, 2' S/O0 111 2556 PIMP DI SCNOTG *5n1 FF r PUMP SUCTION IS 1/2' 1564 FF 10'-6' NOTES.- 2, OTES2, APPROX. WEIGHT OF SKID 712,000 LBS. PUN;' 0(151w955 3. 151111 FF FTI/c.St/MIEN 521 re BUlT SVELD Ng A if ma 0 ll IrIr.L7w1■Illlf 1;"':h��y"'r � ''mmom-,-,_,,I CO SPL 6'a 7' 0005 ; oumryKOc ER 17'-1' PUMP DAL 11 �11.11111 SECTION B—B 0' s/4 PUMP SLCIFINI 1561 RF NW 11156AR5E 1 Pe p4 cone ae 11 . ivi '"_.,. 7M�r F' VON 00tlSIN. 4 M% flga_ POE, ___1��vaL«Duca e a/z• .n _ ' " 9 I/4' o• 9'-10 1/2' R liil5 0968101 tS THE PROPERTY OF POWER SER0C1 CASPER, WYOMING, USA NOTICE. This drawing/ hos not been published but rather hos been prepored Far '0155 BARRETT CORP.' by Power Service surely in respect of the construction, pperatIon, and O 0Enienonce of 269 facaity nomad In the Yitie block and S nob. not he used for any Other purpose 00 furnished YO any other party, without the express' wettten Consent Of Power Service, Inc. 660 -RD -SPL -3 PPINC SPOOL D11455 16 -89 -2 -BBC 0515095/1 S1EIL Ik9C 0EV6 980 -RLI -5 5-3 STRUCTURAL SIPEE 0015 DLTx 17 aB/70/09 ZR FOR CONSTRIJC17ON BBC -1111 -PTO -3 PROCESS h DISIR, DCY.N151 NO. DATE 61 DESCRIPTION owe N0. IBL£ SPOWER SERVICE, INC. EQUIPMENT GENERA ARRANGEMENT CASPER, WYOMING, USA INJECTION PACKAGE caa»a7z 7722 CIRCLE B INJECTION/TRANSFER FACILITY OAW x 66'-4" OAL x 14.-6" OAH L16104IR BILL BARRETT CORP. REVISIONS RkFERENCE DRAWINGS DPI P1' 28 ern E( EA Al.t. Br OPHEER 1111E Stet 08/10/09 'SUL: 3/16":1' :?HT1: 3073 Qum to. #009030758 DY . 113. F!- BBC-INJ-10-3 Dv 0 CODE COMPLIANCE DATA 2006 International Building Code 2006 International Mechanical Code 2008 National Electric Code 2006 Fuel Gas Code 2003 ICC/ANSI A 117.1 Acceptability Standard 2009 International Energy Conservation Code 2006 International Plumbing Code GENERAL INFORMATION Building Location: Building Type: Occupancy Type: Construction Type: Stories: Roof Slope: Roof Panel Span(s): Span 1: Building Size: Garfield County, CO Gable Style U IIB 1 0.75/12" 3' 15'-9" 15'-9" x 64'-9" x 12-11 1/2" peak (12'-2" eave) Building Area: 1019 sq ft Building Contains: Water pumps, Filters, Piping and Instrumentation STRUCTURAL DESIGN LOADS Floor Live Load (L, psf): 125 Roof Live Load (Lr, psf): 20 Snow Load (S): Ground Snow Load (pg, psf): 60 Flat Roof Snow Load (pf, psf): 37 Sloped Roof Snow Load (ps, psf): 37 Wind Load (W): Basic Wind Speed (V): 90 Exposure Category: C Seismic Load (E): Seismic Design Category: B SDS: 0.230 SDI: 0.049 INECTION BUILDING VALUATION: $585,838 NOTES 1)Bill Barrett Corp will provide documentation that indicates they do not utilize handicap personnel to perform operation and maintenance tasks 2)Power Service will not provide a water supply system; they will only provide a floor drain system to collect any liquids for transport on bulk basis for appropriate disposal, by Bill Barrett 3) This building is not designed for human occupancy except for periods of operation and maintenanceof equipment that shall be performed by authorized Bill Barrett technical personnel only. Heat is intended to prevent equipment from freezing and HVAC is only to keep electrical from over heating. Exception to energy code per 2006 IEC 101.2.1.2 4)This bulding cannot be placed in area's where the ground snow load exceeds the design criteria. Rev No Date Revisions Project No. 1080949 -Injection Date 19 -Oct -09 10/19/2009 For Review 9/21/2009 For Preliminary Review and Approval Scale POWER SERVICE, INC. Bat tt Corp M; tion COVER PAGE DWG NO. BBC-INJ-COV R v LIFTING LUG DETAIL scale 3/4":1' PLAN SPLICE DETAIL SCRAP DECK PL. TAILROLL SECTION scale 3/4":1' 4/18 x 5O MIS © ®0 n0 nom nem Milli 11® ®0 CIO DESCR&VIOR W18 x 50 x 20'-6" (COPE ONE END) W18 x 50 x 43'-10 1/8" (COPE ONE END) W18 x 50 x 45'-5" (COPE) W18 x 50 x 22'-1" (COPE) BILL OF MATERIALS 1121111111101 --n© 113131111111111 11:10 i MI 111© ®1111131 REEMIIMI Men �� DESCRIPTION PL. 1/2 x 8" OD DECK PL 1/4 x 162" x 770" (PLUS END) W 18 x 50 x 16'-O" W16 x 50 x 5'-4 1/8' (COPE 00T8 ENDS) W18 x 50 x 4"-11 5/8" (COPE ROTH ENDS) 012 X 30 X 5'-4 1/8" (COPE BOTH ENDS) 012 X 30 X 4'-71 5 8" COPE BOTH ENDS O 6 X 10,5 X 1'-9 3 8" COPE BOTH ENDS 10 06 X 10,5 X 0'--9" 06 X 10.5 X 1'-6 7 8" COPE BOTH ENDS Ce' BO H ENDS SA 36 SA -36 PL. 1 1/2 x 11 1/2" x 1'-4 7/6" PL, 1/2 x 15" x 18" DRAIN PAN: 1'-3" x 2'-9", SLOPED TO 4" DEEP CRAIN DRAIN PAN: 9" x 2'-8", SLOPED TO 4" DEEP DRAIN DRAIN PAN: 1'-0 1/2" x 2'-9", SLOPED TO 4" DEEP DRAIN DRAIN PAN: 3'-10 3/4" x 1'-6" x 4" DEEP DRAIN PAN: 1'-5 1/4' x 2'-9", SLOPED TO 4" DEEP DRAIN DRAIN PAN: 2'-6 1/4" x 2'-9", SLOPED 70 4" DEEP DRAIN DRAIN PAN: 3'-10 1/2" x 1'-6", 4" DEEP DRAIN SUMP: 4'-3 1/2" x 2'-0" x 18" DEEP, SLOPED SA -516-70 SA -516-70 C.5. 0.5. MUM MEM 1, TOWARD CENTER FOR SLUMP PUMP C6 X 10.5 X 1'-11 5 8" COPE 90111 ENDS C6 X 10.5 X 2'-6 1 4" C6 X 10.5 X 4-5 5 8" C0PE BOTH ENDS C18 x 42,7 x 4'-10 5/8" (COPE 60TH ENDS) 8" 5 80 ERW PIPE x 7'-11" SA 36 3" STD. WELD TEE SA -36 111© 3' STD. WELD ELBOW 90 LR ETN 40' 3" STD. ERW PIPE 11111111111111111111111111111111111111111111111111111111111111111111 #'-7 t 2" rt ^_, I2'-11.:.1 22'-7 1/4" 27'-1 3/4" 20'-2' 32'-5 1/2" �p 44-7 1 46'-9"i 51,-1" .A5,-7" 60,-1" B5,-0" .-§-g." ... -.I „N",„.1-".,1 SEE Na E I. I i vie x sD YP. / - 24 fY ' j4'(FA�,�t OD o 111111 $LDP£ I I .` ?�111 ili A SEC HMS 3.'IJIP/I!iIillulIIll!ll V 1111111 V 'A m - o re EI p e.Wla O r 1 1 I .,r'Lr+^'' .may" -'_111 ,'•,,I' •� 1 mSEE ®i'S>-.GS i11$LOPE u�,SSSa7a ��b�nermmkls 7�RPn..-- 1:GL ■>A�---�-n� -. .. G GC wJ N67E 2 11111r7s © SLOPE���� �NW SLDP£�..p 11111111111111 • 111111.111.11.111111111. 0a o oaingi 1111111111111111111 0 111111. MINIM r...t 8{18 0 * Soo 6010 L N 5'-7 1 2" (, 13'-2" W• i8 -" Yl IS 1D " _ - S"-4 1/2' TOP OF -�1i SLOPE SOT DECK PL; '....."`" - ...... _ _ "" i TY. SLOPS ..Kx�:E "1/0'A' TYP. . V3 _ »..�.......�........ _ ._.—.—..— ..,_....,....»..2L _. _....... f 7 i \ In N }8'-11" I I` NME 2. ,, I Iw 43'-2"1 [NI , A11'-6" ,23'.-4" 88-0" 66'-4" ELEVATION NOTES' 1. DECK PLATE TO BE INSET 5" FROM EDGE OF SKID TO ALLOW FOR DIRECT CONNECTION OF BUILDING TUBING. 2. DRAIN PANS BENEATH FILTERS TO BE SLOPED TOWARD COMMON DRAIN W/ 2" x 1" SEMI -CIRCLE HOLES CUT THROUGH STEEL WEBBING TO ALLOW LIQUID FLOW. 3, DRAIN LINE BENEATH FSPN-2000 FILTER VESSELS TO HAVE 4' FLAT RUN ALLOWING CLEARANCE FROM C12 CHANNEL. NOME. This drarinp has not been pu fished but rather has been prepp red for HILL BARRETT CORP,' by Power Service Pokey In respect of the Construction, Operation, and nahitenance of the facility named in the title block and shall not he used for any other purpose or furnished to any other party, ■ithaut of Power Service, consent UM. pul m rex corr111111au 111 131111M111101 INE2M11•11111i111::111111111111111111=1111.11m RE'F'ERENCE DRAWINGSws 0 6.9108/6 SRi5 UPS LET/4 FA11&YIDR CA ci POWER iia SERVICE, INC. CASPER, WYOMING, USA (307)475"•7722 DSPC -7)J6 REVISIONS 7066 oen 08/10/09 TIES DAAIPIN0 18 THE PROPERTY OF POWER SERVICE WPM, 88Y041N0, USA. 6018866 BILL BARRETT CORP. STRUCTURAL STEEL SO DETAIL INJECTION PACKAGE CIRCLE B #4 INJECTION/TRANSFER FACIL€€Y 17'--l" OAW x 66'-4 OAL x 1'-6 1/4" OAH I .y1(N16.) NOTES: 1. SILL OF MATERIALS ON 51 -IL. 5 ROOF FRAMING PLAN ThIS CRAWINO WIE PROPEKY Of POWER MOE MPS, WORK USA. NE110E. Th!s drawinp hes not been pwbflabed Mut rather has been prepared for 'BiLl BARRETT CORP.by Power Serelce stingy b respect of the constrootIond operotIon, ond maintenance of the facility named In the iltia htode and shoU not be used for any ether purpose or .CurnIshod to any other party. without the express Written consent of Power StrVi., Inc. 0 raiz coNsvocnoN MCAPT/414 EA alf.13 1PPR. REVISIONS 610,441-STL-3 =vim Sim txo tem 10:404114 E41.411104T 55 tYiKIliThE REFERENCE DRAWINGS POWER 40' SERVICE, INC. CASPER, WYOMING, USA (307)472-77,22 Cirr f."1 rang rivw Mier 711 BILL BARRETT CORP. STRUCTURAL STEEL BLDG. DETAIL NJECTION PACKAGE CIRCLE J4 INJECTION/TRANSFER FACILITY 15'-9 W x L x 1Y-0" H 'itoaln58 na-65-2430 IF"L\ 3/15 (M. B. RIM .... T 0.... _ . Pct, 0... 0. ck. CL. a, T$Z X 3 x 3/15 (TYP.)_,/C) 0 Cl‘,. ca) °N.. C&•,..„ .. _ .. . .... 9 _ . 8 8 cr- 8 cr- 8 1 NOTES: 1. SILL OF MATERIALS ON 51 -IL. 5 ROOF FRAMING PLAN ThIS CRAWINO WIE PROPEKY Of POWER MOE MPS, WORK USA. NE110E. Th!s drawinp hes not been pwbflabed Mut rather has been prepared for 'BiLl BARRETT CORP.by Power Serelce stingy b respect of the constrootIond operotIon, ond maintenance of the facility named In the iltia htode and shoU not be used for any ether purpose or .CurnIshod to any other party. without the express Written consent of Power StrVi., Inc. 0 raiz coNsvocnoN MCAPT/414 EA alf.13 1PPR. REVISIONS 610,441-STL-3 =vim Sim txo tem 10:404114 E41.411104T 55 tYiKIliThE REFERENCE DRAWINGS POWER 40' SERVICE, INC. CASPER, WYOMING, USA (307)472-77,22 Cirr f."1 rang rivw Mier 711 BILL BARRETT CORP. STRUCTURAL STEEL BLDG. DETAIL NJECTION PACKAGE CIRCLE J4 INJECTION/TRANSFER FACILITY 15'-9 W x L x 1Y-0" H 'itoaln58 na-65-2430 IF"L\ 32'-10 1/3' • TAIL b1M'S FROM HERE .. ... , a 6•-4, 6•-4" r, — r i,u au—t Iv I — TSB x 3 x 3/18 {'EYP. BLDG. RIM) I —_--. — —.4 MI i,• ..., e.f .. BLDG. 53,1) ' P P 18 Q Q i 9 4 Q 9 Q Q P Q 1 9 ' o- o- P 0- 0- o- © co- f o- © o- o- ! • q 0 0- [ o- I o- © o— 1 o— ® o— © f N 1-• SiiDiNG 6•x7' SLIDING LIDING '7 co ow Q f o I ® ! ® I 1 \1410015 4 1 lO 9 9 9 i I 1521 160} ff \1147 2'1501 Krnt' "� 3 n MU 164 AF • • 723 M 3 x 3/ 8 ITrP.) VIEW A -A 65 '-6 S/2' • FR8M4 OHERE�. .. ... , a 6•-4, ,.,—., r, — r i,u au—t Iv I — Fr li —u s. T55 x 3 x 3/16 (TTP ur —o 1<e 8•-4' —_--. — —.4 MI i,• ..., e.f .. BLDG. 53,1) 1 o- o- ® I q '0 ®11 f I r I I I I n 8'xT SFf01NG SLIDING WINDOW 4 N 6•x7' SLIDING m • ", 43 nr 1901 W, 1 J ® 1 ® ! 1 ! 1 I ! \ N 1521 160} ff \1147 2'1501 Krnt' MU 164 AF NOTES: 1. BILL OF MATERIALS ON SKIT. 5 TS3 x 3 x 3/16 {TW.) SECTION B -B THIS DRAM IS T1€ PROPERTY OF Pan E SINCE CASPER, MK Mk 501180 This drawing hos not been published but rather has been prepared for 'BILL. BARRETT CORP: by Power Saralee solely In respect 0 the construction, operation, and nainterance of the facility named In the *121; block and shalt not be used for any other purpose or furNshad to any other party, without the express written consent of Power Service, Inc, FDR CONSTRUCi70N EZc-ul4Iaa BATE 23 DMIBPBIN OIKO RE7l1S?ONS (3817)472-7722 OM Ne. DRE REFERENCE DRAWINGS STRUCTURAL STEEL BLDG. DETAIL INJECTION PACKAGE CIRCLE B J4 INJECTIOVTRANSFER FAC1LfTY 15'-9 W x 64'-9 L x 13'—O2 H 7'-8 15/16" TYp. T52 x 1 x 11 GA TYP. 10 I0 0 © ® TS3x3x (D O\ I 316 immrnRnnrr fmiPWw rnlli 0 11011023111 IHI°°_'Ilitut 9"; 4'-6" 5x3x3/76 4'-6" 9' I ©TYP. LOC. RIM 0 O 27 18 �IINMwNINNl�llllll 27 ® 78 27 I�IIInIWIr11 SLIDING �� r7 17 2777 ti 'j 6' x 7' 27 I I 40 a 3' RUEC7100 0ORE1 2500$ RF' Z... 000R q\3'1NJEGIHSi WRIT ?60'01 RF 1T 4•-.8 1/2 ill B._4" 17 4•-8 1(2' 73 ]5'-9" VIEW C - C NOTES. 1. BILL OF MATERIALS ON Siff. 5 000.0000003,00,0 Tho 7'--8 15/16" TYP, TS2 x 1 x 11 04. { rn 1.rl�rrirnwrrr+r "rn rliLI ar'„`ilrwiiw rr�r rrrr �# O 11011023111 IHI°°_'Ilitut II11Mildi �IIrN �IINMwNINNl�llllll � ® I�IIInIWIr11 SLIDING �� ij NUN a y#t 0 11111 ill 1111111 3'-0 3/4" 0 3'-0 3/4" 3'-3" 3'-0 3/4' 3'-3 3/4' 15-9" VIEW D -D iter 9119/110 IS THE PROPERTY QF POKER SEME WPFR, N ANG, USA. N0T10E1 This drawing has not been pubLL hed but rather has been prepared far 'BILL 8966800 CORP! by Power Service solely in respect oP the construction, operation, and notatenance of the Faculty netted In the title Kock and shall not be used for any other purpose or furnished -to any other party, ethout the express written consent or Power Service, 100. I• • O 00 f0 09 10. DATE 01' FOR 101.61RUC71ON EMI MEI DESCIIPM REVISIONS Ckf0 +8018 ♦3 C -IU -SRS =MX SRL SCO ff111 0W-1114-10-3 MIEN w 080 00. 1TRE REFERENCE DRAWINGS POWER SERVICE, INC. CASPER, WYOMING, USA (307)472-»7722 BILL BARRETT CORP. STRUCTURAL STEEL BLDG, DETAIL INJECTION PACKAGE CIRCLE B #44 INJECTION/TRANSFER FACILITY 151-91 W x 64'-'9 L x 13'-0" H tlel 01 ZR 010men 1101D'fd 0 fQ/09 3/16':1' 0200 3005 !kiC"6. ha 01. IC)9D30758 I D - 16-65-2- FEY.